수해 예방을 위한 산악지 도로설계 매뉴얼 (건교부, 2007.7)

제 1 장 총칙 1.2 적용범위 ·······································1 제 2 장 산악지 도로 2.1 산악지 도로 특성 ···································3 2.2.1 토석류 및 부유목 등에 의한 도로 피해 ························5 2.2.3 횡단 배수시설의 통수 단면 부족에 의한 피해 ·····················7 2.2.5 산악지 교량의 피해 ······················· ·········10 제 3 장 산악지 도로 계획 및 조사 3.1 일반사항 ··························· ···········13 3.2.1 산악지 도로 계획 기준 ·······························14 3.2.3 산악지 도로계획 방법 ················· ··············16 3.3 산악지 도로 조사 ···················· ··············20 3.3.2 산악지 수문 및 기상조사 ······························21 3.3.4 토석류 조사 ····································24 3.3.6 생태계·위락·경관 조사 ······························26 3.3.8 토취장, 골재원, 재료원, 사토장 조사 ························27 제 4 장 산악지 도로 선형 4.1 일반사항 ························ ··············29 4.2.1 산악지 도로 설계 속도 ·······························31 4.2.3 산악지 도로의 종단선형 ··················· ···········32 4.3 산악지 도로 선형계획의 주요 고려사항 ··············· ·········34 4.4.1 자연지형 조건을 고려한 선형계획 ··························35 4.4.3 사회적 조건을 고려한 선형계획 ···························43 4.4.5 선형의 조합 ····································47 4.5.1 집중호우를 고려한 선형계획 ················ ············50 4.5.3 안개를 고려한 선형계획 ···················· ··········56 4.5.5 결빙지역을 고려한 선형계획 ···················· ········58 제 5 장 산악지 도로 비탈면 및 토석류 5.2 지반조사 ················ ······················65 5.2.2 비탈면의 불안정 요인을 갖는 지형·지질 조사 ····················68 5.3.1 쌓기 비탈면 설계 ··············· ··················69 5.3.3 산악지 도로 비탈면 배수 ······························75 5.5 토석류 및 유송잡물 설계 ·······························80 5.5.2 토석류 및 유송잡물 차단시설물의 계획 ········ ···············83 5.5.4 토석류 및 유송잡물 차단시설의 종류 ··········· ·············86 5.5.6 차단시설의 결정 ··································90 5.5.8 설치가능시설의 대안선정 ······························93 5.5.10 토석류 및 유송잡물 차단시설의 유지관리 ········· ·· ··········96 제 6 장 산악지 도로 배수 6.1 일반 사항 ······································99 6.3 산악지 도로 배수시설의 계획 ·············· ··············101 6.5 산악지 도로 배수 시설의 수리·수문 ·························104 6.5.2 설계홍수량 산정 ····················· ············104 6.6.1 산악지 도로 노면배수시설 ·····························106 6.6.3 계곡 하천 수충부 시설 ··················· ···········109 6.7 토석류를 고려한 산악지 도로 배수시설 설계 ············ ·········114 6.7.2 산악지 도로의 횡단 배수시설의 규격 검토 ············· ········114 제 7 장 산악지 도로 교량 7.2 설계하중 ······································126 7.2.2 하중의 설명 ············· ······················127 7.3.1 산악지 도로 교량의 계획일반 ······· ····················132 7.3.3 폭설지역의 다리 밑 공간 ·········· ···················136 7.4.1 제빙염 살포의 영향을 받는 교량대책 ························137 제 8 장 산악지 도로 터널 8.2 산악지 도로 터널 평면선형 계획 ···························142 8.4 갱구부 설계 ························ ············147 참고문헌 ········································153

수해예방을 위한 산악지 도로설계 매뉴얼.pdf