eomsangdonandClaude Opus 5.5
f2e8bd6d5f
- 엔진(자체 · NumPy · SciPy): 평면 · 쐐기(교선) · 전도 Markland(측방 한계 20° 기본) · 평면 Hoek-Bray(인장균열 없음 · 임계 · 깊이 · 수압 · kh · 수동 볼트) · 쐐기 SWedge 꼴(미끄럼 방향 8 경우 · 두 면 · 한 면 · 수압 중력식 · kh · 볼트) - 스테레오넷 좌표(등각 · 등면적 하반구 · 극점 · 대원 · 교선 · 마찰원 · 일광 엔벨로프 · 위험 영역 = 판정 부등식) - 길: 절리 작업본 E06_StabRock/joints.json(초기값 · 저장 · 초기화) · 해석 = 암 측점 깎기 쪽만 · 파생 저장본 stab_rock · 결과 · 측점 스테레오넷 - 화면: 좌 절리군 표 · 설정 / 가운데 위험 띠 · 스테레오넷 / 우 측점 결과 · 안전율 표 · E 단계 막대에 E06(끝에 덧붙임) - 시험 test_536_1(Hoek Sau Mau Ping 0.8184 · 1.0655 · Sharma 윗면 무게 · Hoek-Bray 쐐기 계수 · Kumsar · Priest 두 예제 · Markland 경계 · 투영 왕복 · 위험 영역 = 판정) · test_528 E 단계 수 4 → 5 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
447 lines
17 KiB
Python
447 lines
17 KiB
Python
"""E06 절리 정본 꼴 · 검사 · 측점 해석 묶음 (요구 345 · 351 · PLAN 536-1).
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정본 = `E06_StabRock/joints.json` · 초기값 = `initial_snapshot/E06_StabRock/joints.json`
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(절리 없음 + 기본 설정 · 처음 GET 때 한 번). 절리군 한 줄 = 구간(from_m ~ to_m) · 경사방향 · 경사 ·
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φj · cj · 지속성(선택). 측점 = 복사본 암 측점(리핑암 · 발파암)의 깎기 쪽만.
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사면 = 측점 frame 방향 + 깎기 쪽(경사방향 = 노면 쪽) · 경사 = 깎기(암) 경사비 · 높이 = E03 과 같은
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`side_cases` 높이 · 윗면 = 비탈 끝 바깥 원지반 경사. 물성 · 지진 · 기준안전율 = E02 지반 조건.
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"""
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from __future__ import annotations
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import copy
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import hashlib
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import math
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from functools import lru_cache
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from pathlib import Path
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from typing import Any
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import numpy as np
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from common_util.common_util_station_key import chainage_key
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from E01_StabRegister import E01_StabRegister_Source as src
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from E02_StabGround import E02_StabGround_Model as ground_model
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from E03_StabSection.E03_StabSection_Engine_Model import ground_from_cross, side_cases
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from E06_StabRock import E06_StabRock_Engine as engine
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from E06_StabRock.E06_StabRock_Stereonet import PROJECTIONS, stereonet
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STAGE_DIR = "E06_StabRock"
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JOINTS_NAME = "joints.json"
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VERSION = 1
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ENGINE_FILES = ("E06_StabRock_Engine.py", "E06_StabRock_Stereonet.py", "E06_StabRock_Model.py")
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DEFAULT_GAMMA_R = 25.0 # 암 단위중량 — E02 암 물성이 없을 때(지식DB 07 Hoek & Bray 25~27)
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MIN_HEIGHT_M = 1.0 # 이보다 낮은 깎기는 암반 블록 검토 안 함
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CRACK_MODES = ("none", "critical", "depth")
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CONDITIONS = ("dry", "wet", "seismic")
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DEFAULT_SETTINGS: dict[str, Any] = {
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"projection": "equal_angle",
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"lateral_planar_deg": engine.LATERAL_PLANAR_DEG,
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"lateral_toppling_deg": engine.LATERAL_TOPPLING_DEG,
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"gamma_r": None, # None = E02 측점 암 물성 γt
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"water_fill_wet": 0.5, # 우기 수위 = 비탈 높이 ½(KDS 11 70 05 표 4.3-3 암반)
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"crack": {"mode": "none", "z": None},
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"bolt": {"force": 0.0, "plunge": 15.0},
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}
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# 칸 범위 — 화면 입력 · 서버 검사 같은 값
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LIMITS: dict[str, list[float]] = {
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"chainage_m": [0.0, 100000.0],
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"dip_direction": [0.0, 360.0],
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"dip": [0.0, 90.0],
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"phi": [0.0, 60.0],
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"c": [0.0, 1000.0],
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"persistence_m": [0.0, 1000.0],
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"lateral_deg": [5.0, 45.0],
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"gamma_r": [15.0, 35.0],
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"water_fill_wet": [0.0, 1.0],
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"crack_z": [0.1, 100.0],
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"bolt_force": [0.0, 5000.0],
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"bolt_plunge": [-30.0, 60.0],
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}
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# 기본 절리면 값(새 줄) — 지식DB 07 표 7: cj 0~30 · φj 25~35(Barton 기본마찰각) 보수 쪽
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NEW_SET = {"phi": 30.0, "c": 0.0}
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def joints_path(project_root: Path) -> Path:
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return Path(project_root) / STAGE_DIR / JOINTS_NAME
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def initial_path(project_root: Path) -> Path:
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return Path(project_root) / "initial_snapshot" / STAGE_DIR / JOINTS_NAME
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def build_initial() -> dict[str, Any]:
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return {"version": VERSION, "sets": [], "settings": copy.deepcopy(DEFAULT_SETTINGS)}
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def upgrade(doc: dict[str, Any]) -> dict[str, Any]:
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"""빠진 설정 칸만 기본값으로 채운 사본."""
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out = copy.deepcopy(doc)
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settings = out.setdefault("settings", {})
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for key, value in DEFAULT_SETTINGS.items():
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settings.setdefault(key, copy.deepcopy(value))
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out.setdefault("sets", [])
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return out
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# ---- 검사 ----------------------------------------------------------------------
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def _num(value: Any) -> bool:
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return isinstance(value, int | float) and not isinstance(value, bool) and math.isfinite(value)
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def _in(value: Any, key: str) -> bool:
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lo, hi = LIMITS[key]
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return _num(value) and lo <= value <= hi
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def check_joints(doc: dict[str, Any]) -> list[dict[str, str]]:
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"""틀린 칸 [{path, code}] — code = range · order · name · id_dup · enum · type."""
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errors: list[dict[str, str]] = []
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def bad(path: str, code: str = "range") -> None:
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errors.append({"path": path, "code": code})
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sets = doc.get("sets")
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if not isinstance(sets, list):
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return [{"path": "sets", "code": "type"}]
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seen: set[str] = set()
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for k, row in enumerate(sets):
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base = f"sets.{k}"
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if not isinstance(row, dict):
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bad(base, "type")
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continue
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ident = str(row.get("id") or "")
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if not ident or ident in seen:
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bad(f"{base}.id", "id_dup")
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seen.add(ident)
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if not str(row.get("name") or "").strip():
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bad(f"{base}.name", "name")
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for key, limit in (
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("from_m", "chainage_m"),
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("to_m", "chainage_m"),
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("dip_direction", "dip_direction"),
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("dip", "dip"),
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("phi", "phi"),
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("c", "c"),
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):
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if not _in(row.get(key), limit):
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bad(f"{base}.{key}")
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if _num(row.get("from_m")) and _num(row.get("to_m")) and row["to_m"] < row["from_m"]:
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bad(f"{base}.to_m", "order")
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if row.get("persistence_m") is not None and not _in(row["persistence_m"], "persistence_m"):
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bad(f"{base}.persistence_m")
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settings = doc.get("settings")
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if not isinstance(settings, dict):
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return errors + [{"path": "settings", "code": "type"}]
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if settings.get("projection") not in PROJECTIONS:
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bad("settings.projection", "enum")
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for key in ("lateral_planar_deg", "lateral_toppling_deg"):
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if not _in(settings.get(key), "lateral_deg"):
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bad(f"settings.{key}")
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if settings.get("gamma_r") is not None and not _in(settings["gamma_r"], "gamma_r"):
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bad("settings.gamma_r")
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if not _in(settings.get("water_fill_wet"), "water_fill_wet"):
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bad("settings.water_fill_wet")
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crack = settings.get("crack") if isinstance(settings.get("crack"), dict) else {}
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if crack.get("mode") not in CRACK_MODES:
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bad("settings.crack.mode", "enum")
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elif crack["mode"] == "depth" and not _in(crack.get("z"), "crack_z"):
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bad("settings.crack.z")
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bolt = settings.get("bolt") if isinstance(settings.get("bolt"), dict) else {}
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if not _in(bolt.get("force"), "bolt_force"):
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bad("settings.bolt.force")
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if not _in(bolt.get("plunge"), "bolt_plunge"):
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bad("settings.bolt.plunge")
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return errors
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def clean(doc: dict[str, Any]) -> dict[str, Any]:
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"""정본 칸만 · 숫자는 float."""
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sets = []
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for row in doc["sets"]:
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item = {
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"id": str(row["id"]),
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"name": str(row["name"]).strip(),
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**{
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key: float(row[key])
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for key in ("from_m", "to_m", "dip_direction", "dip", "phi", "c")
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},
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"persistence_m": None
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if row.get("persistence_m") is None
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else float(row["persistence_m"]),
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}
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item["dip_direction"] %= 360.0
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sets.append(item)
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s = doc["settings"]
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crack = s["crack"]
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return {
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"version": VERSION,
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"sets": sets,
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"settings": {
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"projection": s["projection"],
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"lateral_planar_deg": float(s["lateral_planar_deg"]),
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"lateral_toppling_deg": float(s["lateral_toppling_deg"]),
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"gamma_r": None if s.get("gamma_r") is None else float(s["gamma_r"]),
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"water_fill_wet": float(s["water_fill_wet"]),
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"crack": {
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"mode": crack["mode"],
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"z": float(crack["z"]) if crack["mode"] == "depth" else None,
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},
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"bolt": {"force": float(s["bolt"]["force"]), "plunge": float(s["bolt"]["plunge"])},
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},
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}
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# ---- 측점 사면 ------------------------------------------------------------------
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def rock_stations(source: Path) -> list[dict[str, Any]]:
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"""암 측점(리핑암 · 발파암)."""
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return [s for s in src.stations(source) if s.get("ground_type") in ground_model.ROCK_LABELS]
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def _upper_dip(ground: list, start: float, sign: float, H: float, face_dip: float) -> float:
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"""비탈 끝 바깥 max(H, 5 m) 원지반 평균 경사(오르막만 · 사면 경사 − 1° 아래)."""
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gx = np.array([p[0] for p in ground])
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gz = np.array([p[1] for p in ground])
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end = start + sign * max(H, 5.0)
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end = min(max(end, gx[0]), gx[-1])
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run = abs(end - start)
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if run < 0.5:
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return 0.0
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rise = float(np.interp(end, gx, gz) - np.interp(start, gx, gz))
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return float(min(max(0.0, math.degrees(math.atan2(rise, run))), face_dip - 1.0))
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def station_slopes(cross: dict, design: dict) -> list[dict[str, Any]]:
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"""측점의 깎기 쪽마다 사면 — {side, dip_direction, dip, height_m, upper_dip}."""
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ground = ground_from_cross(cross)
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line = sorted(
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(float(p["offset_m"]), float(p["elevation_m"])) for p in design.get("design_line") or []
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)
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ratio = design.get("cut_slope_ratio")
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if len(ground) < 2 or len(line) < 2 or not ratio:
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return []
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face_dip = math.degrees(math.atan2(1.0, float(ratio)))
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left = np.array([float(v) for v in cross["frame"]["left_xy"]])
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out = []
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for case in side_cases(design, ground, line):
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if case["role"] != "cut" or case["height_m"] < MIN_HEIGHT_M:
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continue
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side = case["side"]
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sign = 1.0 if side == "left" else -1.0
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# 비탈 끝 = 탐색 끝에서 되짚음(side_cases: reach = 비탈 끝 + sign · max(5, 2H))
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day = case["limits"][1 if sign > 0 else 0] - sign * max(5.0, 2.0 * case["height_m"])
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face = -sign * left # 노면 쪽으로 기움
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dip_dir = math.degrees(math.atan2(face[0], face[1])) % 360.0
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out.append(
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{
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"side": side,
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"dip_direction": round(dip_dir, 2),
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"dip": round(face_dip, 2),
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"height_m": round(case["height_m"], 3),
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"upper_dip": round(_upper_dip(ground, day, sign, case["height_m"], face_dip), 2),
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}
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)
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return out
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# ---- 해석 ----------------------------------------------------------------------
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@lru_cache(maxsize=1)
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def engine_hash() -> str:
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digest = hashlib.sha1()
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for name in ENGINE_FILES:
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digest.update((Path(__file__).parent / name).read_bytes())
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return digest.hexdigest()[:12]
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def _ground_inputs(ground: dict[str, Any]) -> dict[str, Any]:
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"""E02 에서 E06 이 쓰는 칸 — 지문에도 이것만."""
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return {
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k: ground.get(k)
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for k in ("materials", "label_map", "stations", "zones", "safety_factors", "seismic")
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}
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def _gamma_for(resolved: dict | None, materials: dict, override: float | None) -> float:
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if override:
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return float(override)
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mat = materials.get((resolved or {}).get("lower") or (resolved or {}).get("upper"))
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return float(mat["gamma_t"]) if mat else DEFAULT_GAMMA_R
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def _fmt(value: float | None) -> float | None:
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if value is None or not math.isfinite(value):
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return None
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return round(value, 4)
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def _cases_for(slope: dict, joints: list[dict], kin: dict, settings: dict, gamma: float, conds):
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"""위험 모드만 안전율 — 조건 = [(이름, 수위 비, kh)]."""
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upper = {"dip_direction": slope["dip_direction"], "dip": slope["upper_dip"]}
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by_id = {j["id"]: j for j in joints}
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bolt = settings["bolt"]
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crack = settings["crack"] if settings["crack"]["mode"] != "none" else None
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out = []
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for jid in kin["planar"]:
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j = by_id[jid]
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for name, fill, kh in conds:
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r = engine.plane_fs(
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H=slope["height_m"],
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slope_dip=slope["dip"],
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plane_dip=j["dip"],
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c=j["c"],
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phi=j["phi"],
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gamma=gamma,
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upper_dip=slope["upper_dip"],
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crack=crack,
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water_fill=fill,
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kh=kh,
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bolt_t=bolt["force"],
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bolt_plunge=bolt["plunge"],
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)
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short = (
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r is not None and j.get("persistence_m") is not None and j["persistence_m"] < r["A"]
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)
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out.append(
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{
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"mode": "planar",
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"ids": [jid],
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"condition": name,
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"F": _fmt(r["F"]) if r else None,
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"formed": r is not None,
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"persistence_short": short,
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"W": _fmt(r["W"]) if r else None,
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"A": _fmt(r["A"]) if r else None,
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"z": _fmt(r["z"]) if r else None,
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}
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)
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for item in kin["wedge"]:
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a, b = (by_id[k] for k in item["ids"])
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for name, fill, kh in conds:
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r = engine.wedge_fs(
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j1=a,
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j2=b,
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slope=slope,
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upper=upper,
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H=slope["height_m"],
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gamma=gamma,
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water={"fill": fill},
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kh=kh,
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bolt={
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"force": bolt["force"],
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"trend": (slope["dip_direction"] + 180.0) % 360.0,
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"plunge": bolt["plunge"],
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},
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)
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length = r["line_length"] if r else None
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short = any(
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j.get("persistence_m") is not None
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and length is not None
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and j["persistence_m"] < length
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for j in (a, b)
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)
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out.append(
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{
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"mode": "wedge",
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"ids": list(item["ids"]),
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"condition": name,
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"F": _fmt(r["F"]) if r else None,
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"formed": r is not None,
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"persistence_short": short,
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"sliding": r["mode"] if r else None,
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"W": _fmt(r["W"]) if r else None,
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"volume": _fmt(r["volume"]) if r else None,
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}
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)
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return out
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def analyze(source: Path, joints_doc: dict, ground: dict) -> list[dict[str, Any]]:
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"""암 측점 × 깎기 쪽 — 사면 · 절리 · Markland · 안전율 · 판정."""
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settings = joints_doc["settings"]
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sets = joints_doc["sets"]
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materials = {m["id"]: m for m in ground.get("materials") or []}
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resolved = {chainage_key(r["chainage_m"]): r for r in ground_model.resolve_stations(ground)}
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seismic = ground.get("seismic") or {}
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factors = ground.get("safety_factors") or {}
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||
conds = [("dry", 0.0, 0.0), ("wet", float(settings["water_fill_wet"]), 0.0)]
|
||
if seismic.get("enabled") and seismic.get("kh"):
|
||
conds.append(("seismic", 0.0, float(seismic["kh"])))
|
||
out = []
|
||
for station in rock_stations(source):
|
||
ch = float(station["chainage_m"])
|
||
key = chainage_key(ch)
|
||
joints = [j for j in sets if j["from_m"] <= ch <= j["to_m"]]
|
||
cross = src.cross_section(source, ch)
|
||
gamma = _gamma_for(resolved.get(key), materials, settings.get("gamma_r"))
|
||
for slope in station_slopes(cross, cross["design"]):
|
||
kin = engine.kinematic(
|
||
slope, joints, settings["lateral_planar_deg"], settings["lateral_toppling_deg"]
|
||
)
|
||
cases = _cases_for(slope, joints, kin, settings, gamma, conds)
|
||
for case in cases:
|
||
need = (factors.get(case["condition"]) or {}).get("cut")
|
||
case["required"] = need
|
||
case["ok"] = None if case["F"] is None or need is None else case["F"] >= need
|
||
out.append(
|
||
{
|
||
"key": key,
|
||
"chainage_m": ch,
|
||
"label": station.get("label"),
|
||
"ground_type": station.get("ground_type"),
|
||
"slope": slope,
|
||
"gamma_r": gamma,
|
||
"joints": [
|
||
{k: j[k] for k in ("id", "name", "dip_direction", "dip", "phi", "c")}
|
||
for j in joints
|
||
],
|
||
"kinematic": kin,
|
||
"cases": cases,
|
||
**_verdict(kin, cases),
|
||
}
|
||
)
|
||
return out
|
||
|
||
|
||
def _verdict(kin: dict, cases: list[dict]) -> dict[str, Any]:
|
||
"""판정 — NG(기준 미달 하나라도) · check(전도만 · 블록 안 생김) · OK · none(위험 모드 없음)."""
|
||
values = [c["F"] for c in cases if c["F"] is not None]
|
||
min_f = min(values) if values else None
|
||
if any(c["ok"] is False for c in cases):
|
||
verdict = "NG"
|
||
elif kin["toppling"] or (cases and not values):
|
||
verdict = "check"
|
||
elif cases:
|
||
verdict = "OK"
|
||
else:
|
||
verdict = "none"
|
||
return {
|
||
"counts": {
|
||
"planar": len(kin["planar"]),
|
||
"wedge": len(kin["wedge"]),
|
||
"toppling": len(kin["toppling"]),
|
||
},
|
||
"min_F": min_f,
|
||
"verdict": verdict,
|
||
}
|
||
|
||
|
||
def station_net(entry: dict, settings: dict) -> dict[str, Any]:
|
||
"""한 측점 쪽 스테레오넷(해석 때 절리 그대로) — 두 투영 모두(화면이 고름)."""
|
||
joints = entry["joints"]
|
||
phi = min((j["phi"] for j in joints), default=NEW_SET["phi"])
|
||
nets = {
|
||
kind: stereonet(
|
||
entry["slope"],
|
||
joints,
|
||
phi,
|
||
kind,
|
||
settings["lateral_planar_deg"],
|
||
settings["lateral_toppling_deg"],
|
||
)
|
||
for kind in PROJECTIONS
|
||
}
|
||
return {**nets, "phi": phi}
|