人民长江
人民長江
인민장강
YANGTZE RIVER
2014年
20期
54-58
,共5页
王团乐%刘冲平%郝文忠%肖云华%覃振华
王糰樂%劉遲平%郝文忠%肖雲華%覃振華
왕단악%류충평%학문충%초운화%담진화
古河槽%蠕滑%滑坡治理%金坪子滑坡%乌东德水电站
古河槽%蠕滑%滑坡治理%金坪子滑坡%烏東德水電站
고하조%연활%활파치리%금평자활파%오동덕수전참
ancient river channel%creep%landslide treatment%Jinpingzi landslide%Wudongde Hydropower Station
在地质测绘、钻孔与平硐勘探、物探测试、系统测年、岩土试验等大量地质勘察资料的基础上,系统阐述了金坪子滑坡的地质背景、地质分区。查明了金坪子滑坡Ⅳ区为基岩斜坡;滑坡Ⅴ区为古基岩离堆山;滑坡Ⅰ区主体堆积于一呈槽状的侵蚀缓坡上,总体稳定;滑坡Ⅱ区主体为由古冲沟堆积和崩滑构成的堆积体,呈蠕滑状态。在查明Ⅱ区地下水补径排关系的基础上,提出了地下(表)截排水作为滑坡治理的基本方案。滑坡Ⅲ区位于金沙江古河槽中且处于超稳定状态。研究成果为乌东德水电站开发方案的确定和坝址比选提供了翔实的基础资料。
在地質測繪、鑽孔與平硐勘探、物探測試、繫統測年、巖土試驗等大量地質勘察資料的基礎上,繫統闡述瞭金坪子滑坡的地質揹景、地質分區。查明瞭金坪子滑坡Ⅳ區為基巖斜坡;滑坡Ⅴ區為古基巖離堆山;滑坡Ⅰ區主體堆積于一呈槽狀的侵蝕緩坡上,總體穩定;滑坡Ⅱ區主體為由古遲溝堆積和崩滑構成的堆積體,呈蠕滑狀態。在查明Ⅱ區地下水補徑排關繫的基礎上,提齣瞭地下(錶)截排水作為滑坡治理的基本方案。滑坡Ⅲ區位于金沙江古河槽中且處于超穩定狀態。研究成果為烏東德水電站開髮方案的確定和壩阯比選提供瞭翔實的基礎資料。
재지질측회、찬공여평동감탐、물탐측시、계통측년、암토시험등대량지질감찰자료적기출상,계통천술료금평자활파적지질배경、지질분구。사명료금평자활파Ⅳ구위기암사파;활파Ⅴ구위고기암리퇴산;활파Ⅰ구주체퇴적우일정조상적침식완파상,총체은정;활파Ⅱ구주체위유고충구퇴적화붕활구성적퇴적체,정연활상태。재사명Ⅱ구지하수보경배관계적기출상,제출료지하(표)절배수작위활파치리적기본방안。활파Ⅲ구위우금사강고하조중차처우초은정상태。연구성과위오동덕수전참개발방안적학정화패지비선제공료상실적기출자료。
On the basis of a large amount of geological data of surveying and mapping, hole-drilling and adit investigation, geophysical test, systematic dating, rock and soil test etc. , the geological background and geological zoning of Jinpingzi landslide of Wudongde Hydropower Station are systematically described. The analysis shows that the zone IV of Jinpingzi landslide is a bedrock slope, the zone V is an ancient bedrock meander core, the main body of zone I is an accumulated body on a trough-shape erosion slope and in a stable state generally, and the main body of zone II is an accumulated body formed from ancient gully accumulation and slump and in a creep state. After investigation on the water supplement, runoff and discharge of zone II, the underground ( surface) flow cutoff and discharge is determined as the basic treatment scheme for the landslide. The zone III is in the ancient Jinsha River channel and in a super-stable state. The research results provide detailed fundamental data for determi-nation of cascade development scheme and dam site comparison and selection.