eomsangdonandClaude Opus 5.5
beef4bd1b0
충돌 풂 — Culvert_Tiers cutBerm = sub7 (lengthM) 꼴 + 91-4 복합경사 제원 · test_79 유출 끝 = 수평공간 없이 바로 절토(89-4) · Culvert_Geom 700줄 맞춤 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com> Claude-Session: https://claude.ai/code/session_013rJwJMVL4EE31y77TB11AP
119 lines
4.8 KiB
Python
119 lines
4.8 KiB
Python
"""91 원지반 · 암 제약 삭제 · 유출측 복합경사.
|
||
|
||
화면 TS 를 그 자리에서 돌린 값(`helper_91_ground_free.cjs`) · 픽스처 = 73-4 세월교 173.09 · 박스 352.14 · 관 180.
|
||
"""
|
||
|
||
import json
|
||
import subprocess
|
||
import sys
|
||
from pathlib import Path
|
||
|
||
import pytest
|
||
|
||
ROOT = Path(__file__).resolve().parents[2]
|
||
if str(ROOT) not in sys.path:
|
||
sys.path.insert(0, str(ROOT))
|
||
|
||
HELPER = Path(__file__).parent / "helper_91_ground_free.cjs"
|
||
NODE_MODULES = ROOT / "config" / "node_modules"
|
||
|
||
pytestmark = pytest.mark.skipif(not NODE_MODULES.is_dir(), reason="프론트엔드 의존성 미설치")
|
||
|
||
|
||
@pytest.fixture(scope="module")
|
||
def fit() -> dict:
|
||
done = subprocess.run( # noqa: S603 — 고정 실행 파일
|
||
["node", str(HELPER)], cwd=str(ROOT), capture_output=True, text=True, encoding="utf-8"
|
||
)
|
||
assert done.returncode == 0, done.stderr
|
||
return json.loads(done.stdout)
|
||
|
||
|
||
def test_세월교_바닥_자동은_하상을_따라감(fit: dict) -> None:
|
||
for before, after in zip(fit["fordAuto"], fit["fordAutoBedDown"]):
|
||
assert after["slabTop"] < before["slabTop"] - 1.0
|
||
|
||
|
||
def test_세월교_바닥_손_값은_원지반을_바꿔도_그대로(fit: dict) -> None:
|
||
assert fit["fordHand"] == fit["fordHandBedDown"]
|
||
# 손 값 = 측벽 높이 · 흙막이 바닥 = 바닥판 밑(두께 0.3)
|
||
for side in fit["fordHand"]:
|
||
assert side["wallBottom"] == pytest.approx(side["slabTop"] - 0.3, abs=1e-3)
|
||
|
||
|
||
def test_세월교_박스_칸은_측벽_높이_줄을_받음() -> None:
|
||
dock = (ROOT / "B06_Section/B06_Section_UI_Adjust_Dock.ts").read_text(encoding="utf-8")
|
||
assert "sideSlots?.wingOutlet) return WALL_HEIGHT_ROW" in dock
|
||
|
||
|
||
def test_다단_자동_자리는_원지반과_무관_사면_1m(fit: dict) -> None:
|
||
base, up, down = fit["tiers"]
|
||
assert base["walls"] == up["walls"] == down["walls"]
|
||
assert base["slopes"] == [1.0, 1.0]
|
||
|
||
|
||
def test_전면_기울기는_단면유형과_무관_칸만(fit: dict) -> None:
|
||
# 단면유형 넷 모두 같은 값 · 비면 성토 표값(1.5 m 찰 = 0.25) · 절토 칸 = 0.2
|
||
assert all(pair == [0.25, 0.2] for pair in fit["lean"])
|
||
|
||
|
||
def test_B08_성토절토_판정도_칸_아니면_성토() -> None:
|
||
from common_util.common_util_structure_face_role import structure_face_role_of
|
||
|
||
for mode in ("left_cut", "right_cut", "both_cut", "both_fill"):
|
||
for side in ("좌", "우", "자동(성토 쪽)"):
|
||
assert structure_face_role_of(mode, {"side": side})[0] == "성토"
|
||
assert structure_face_role_of("both_fill", {"face_role": "절토"})[0] == "절토"
|
||
|
||
|
||
def test_설계선_끝은_화면_픽셀이_아니라_수치로() -> None:
|
||
line = (ROOT / "B06_Section/B06_Section_UI_Cross_Design_Line.ts").read_text(encoding="utf-8")
|
||
assert "OVERLAP_PX" not in line
|
||
assert line.count("Math.abs(point.elevation_m - g) <= OVERLAP_M") == 2
|
||
|
||
|
||
def test_지형에_막힘_잔재_없음() -> None:
|
||
for name in (
|
||
"B06_Section_UI_Cross_Culvert.ts",
|
||
"B06_Section_UI_Cross_Revetment.ts",
|
||
"B06_Section_UI_Cross_Culvert_Wire.ts",
|
||
"B06_Section_UI_Cross_Culvert_Types.ts",
|
||
"B06_Section_UI_Cross_Culvert_Extra.ts",
|
||
):
|
||
source = (ROOT / "B06_Section" / name).read_text(encoding="utf-8")
|
||
assert "shiftBlockedM" not in source and "지형에 막힘" not in source, name
|
||
assert "noticeExtraLimit" not in source and "noticeShortfall" not in source, name
|
||
|
||
|
||
def _knee(cut: dict) -> bool:
|
||
"""암(1:0.4) 뒤 토사(1:1.0) 무릎이 있음 — 픽스처 = 리핑암 · 2단계 · 경계 −0.5 m."""
|
||
ratios = [leg["ratio"] for leg in cut["legs"] if leg["ratio"] is not None]
|
||
return any(a == 0.4 and b == 1.0 for a, b in zip(ratios, ratios[1:]))
|
||
|
||
|
||
def test_흙막이_수평공간_뒤_절토_복합경사(fit: dict) -> None:
|
||
tails = fit["guardTails"]
|
||
assert tails and all(cut["endGap"] < 0.01 for cut in tails)
|
||
# 유입 = 수평공간 먼저 · 유출 = 수평공간 없이 바로 절토(89-4)
|
||
for cut in tails:
|
||
assert (cut["legs"][0]["ratio"] is None) == (cut["role"] == "inlet")
|
||
assert sum(_knee(cut) for cut in tails) >= 2
|
||
|
||
|
||
def test_박스_끝_세월교_측벽_끝_절토_복합경사(fit: dict) -> None:
|
||
for cuts in (fit["boxEnd"], fit["fordEnd"]):
|
||
assert cuts and all(_knee(cut) and cut["endGap"] < 0.01 for cut in cuts)
|
||
|
||
|
||
def test_절토_쪽_배관_유출_벽_뒤_절토사면_살아남(fit: dict) -> None:
|
||
cut = fit["cutOutlet"]
|
||
assert _knee(cut) and cut["endGap"] < 0.01
|
||
|
||
|
||
def test_소단은_구조물_끝에서_새로_셈(fit: dict) -> None:
|
||
legs = fit["cutOutletBerm"]["legs"]
|
||
flat = next(i for i, leg in enumerate(legs) if leg["ratio"] is None)
|
||
assert sum(leg["slant"] for leg in legs[:flat]) == pytest.approx(3.0, abs=1e-3)
|
||
assert legs[flat]["run"] == pytest.approx(0.5, abs=1e-3)
|
||
assert fit["cutOutletBerm"]["endGap"] < 0.01
|