本文關(guān)鍵詞：呂梁山區(qū)黃土邊坡工程地質(zhì)分區(qū)及強(qiáng)度參數(shù)選取，由筆耕文化傳播整理發(fā)布。

呂梁山區(qū)黃土邊坡工程地質(zhì)分區(qū)及強(qiáng)度參數(shù)選取

ENGINEERING GEOLOGY DIVISION OF LOESS SLOPE AND ITS STRENGTH PARAMETER SELECTION IN L（U）-LIANG MOUNTAINOUS AREA

[1] [2] [3] [4] [5]

YU Huili, LONG Jianhui, LIU Haisong, JI Yanqing, ZHANG Zhong（ 1Department of Earth Science and Engineering, Taiyuan University of Technology, Taiyuan 030024;2School of Geology

[1]太原理工大學(xué)地球科學(xué)與工程系,太原030024; [2]長(zhǎng)安大學(xué)地質(zhì)工程與測(cè)繪學(xué)院,西安710054; [3]山西省交通科學(xué)研究院巖土工程研究所,太原030006

文章摘要：在山西省黃土高原綜合治理分區(qū)圖基礎(chǔ)上,通過實(shí)地調(diào)查最典型黃土丘陵溝壑區(qū)（Ⅰ區(qū)）的53個(gè)典型公路黃土邊坡,根據(jù)邊坡類型、地層組合形式以及邊坡破壞模式等要素,將其進(jìn)一步劃分為晉西北（Ⅰa）、晉西（Ⅰb）和晉西南（Ⅰc）3個(gè)亞區(qū);并對(duì)53個(gè)邊坡的黃土進(jìn)行了強(qiáng)度特征的試驗(yàn)研究,獲得了邊坡黃土在不同直剪試驗(yàn)方法下的峰值強(qiáng)度、“啟動(dòng)強(qiáng)度”與殘余強(qiáng)度的參數(shù)值.根據(jù)邊坡工程地質(zhì)特征與工程調(diào)查類比,對(duì)3個(gè)亞區(qū)邊坡在3種強(qiáng)度參數(shù)下的穩(wěn)定性進(jìn)行了統(tǒng)計(jì)和數(shù)值分析,結(jié)合應(yīng)力變形計(jì)算實(shí)例分析發(fā)現(xiàn)：強(qiáng)度參數(shù)在不同地域具有明顯的差異特征,晉西北區(qū)（Ⅰa）降雨少,構(gòu)造活動(dòng)不頻繁,邊坡以坡面破壞為主,采用峰值強(qiáng)度進(jìn)行邊坡設(shè)計(jì)更為合適;晉西區(qū)（Ⅰb）構(gòu)造發(fā)育,老滑坡較多,且地震活動(dòng)使得土體強(qiáng)度相對(duì)下降,公路邊坡設(shè)計(jì)的強(qiáng)度參數(shù)選用殘余強(qiáng)度,有較高的安全保證;晉西南區(qū)（Ⅰc）降雨多,優(yōu)先選用“啟動(dòng)強(qiáng)度”,能最大程度地避免地質(zhì)災(zāi)害的發(fā)生.

Abstr：Based on Shanxi highway engineering geological zoning map, the most typical loess hilly and gully area （I） is further divided into the Northern Shanxi（Ia） ,Jin West（Ib）, and Jin Southwest（Ic）. The three sub-regions are distinguished according to the elements of the slope types, stratigraphie combination and slope failure mode loess. The parameter values of peak intensities, start strengths and residual strengths are obtained from different direct shear test methods after experimental study on the area（I） of 53 highway slopes. An analogy between the geological characteristics of the slope and the real engineering surveys is drawn. Statistic and numerical analysis of slope stability under the three intensity parameters in the three sub-regions are made. It is then found that the strength parameters have significant differences in different geographical characteristics. The Jin Northwest（Ia） has less rainfall and less tectonic activity. For slope to slope failure, the peak intensity slope design is more appropriate. The Jin West End（Ib） has structural development. Its seismic activity makes the relative decline in the strength of the soil. It has more old landslides. The residual strength should be used as the strength of the highway slope design parameters. There is a higher security guarantee. The Shanxi South West（Ic） has more rainfall The start strength should be used in order to avoid geological disasters.

文章關(guān)鍵詞：

Keyword：:Lu-liang mountainous area, Loess slope, Engineering geology division, Strength, Parameters

課題項(xiàng)目：山西省交通廳科技項(xiàng)目（09-2-03）,山西省自然科學(xué)基金項(xiàng)目（20130110362）資助.

  本文關(guān)鍵詞：呂梁山區(qū)黃土邊坡工程地質(zhì)分區(qū)及強(qiáng)度參數(shù)選取，由筆耕文化傳播整理發(fā)布。