[1]邱向荣,郑健生,谭家明,等.上(陵)埔(前)高速公路沿线滑坡成因及稳定性评估[J].水土保持研究,2003,10(03):33-36.
　QIU Xiang-rong,ZHENG Jian-sheng,TAN Jia-ming,et al.Causes and Stability Evaluation for Landslides Along the Speedway From Shangling to Puqian[J].Research of Soil and Water Conservation,2003,10(03):33-36.
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上(陵)埔(前)高速公路沿线滑坡成因及稳定性评估

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 10 期数: 2003年03期 页码: 33-36 栏目: 出版日期: 1900-01-01
Title:
Causes and Stability Evaluation for Landslides Along the Speedway From Shangling to Puqian
作者:
邱向荣1, 郑健生2, 谭家明2, 袁仁茂3
1. 广东省华南工程物探技术开发总公司, 广州, 510080;
2. 广东省工程勘察院, 广州, 510510;
3. 北京大学环境学院, 北京, 100871
Author(s):
QIU Xiang-rong1, ZHENG Jian-sheng2, TAN Jia-ming2, YUAN Ren-mao3
1. Guangdong South China Engineering Geophysics Technology Development Co., Guangzhou, 510080, China;
2. Guangdong Site Investigation Institute, Guangzhou, 510510, China;
3. College of Environmental Sciences of Peking University, Beijing, 100871, China
关键词:
滑坡; 成因; 稳定性; 上(陵)埔(前)高速公路
Keywords:
landslides; causes; stability; speedway
分类号:
P642.22
摘要:
上(陵)埔(前)高速公路沿线黏性土滑坡产生的内因主要是土体抗软化能力差,且处于侵蚀作用较强烈的微地貌环境中,诱发因素主要是降雨强度较大、不利的地下水动力条件和人为破坏坡体结构.岩层滑坡主要是受不利的结构面组合所控制.经评估,沿线滑坡目前处于不稳定-基本稳定状态.
Abstract:
The poor ability of soil mass to resist intenerating and the micro geomorphology with heavy erosion are the primary causes for landslides in the clayish soil layers along the speedway from Shangling to Puqian.Rainfall,disadvantage hydrological condition and the structure destroyed by human’s activities are the major trigger factors.The transportation landslides were controlled mainly by inter layer shear zones.According to the careful researching,authors found that landslides along the speedway fall in between just stability and instability.

参考文献/References:

[1] 工程地质手册编写委员会.工程地质手册(第三版)[M].北京:建筑工业出版社,1992.
[2] 张咸恭,等.中国工程地质学[M].北京:科学出版社,2000.
[3] GB 50330-2002.建筑边坡工程技术规范[S].
[4] 阿(荣旗)深(圳)公路上(陵)埔前高速公路建设用地地质灾害危险性评估报告,2002.

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备注/Memo

收稿日期:2003-4-25。
作者简介:邱向荣(1973- ),男,工程师,研究方向为岩土工程、地质环境灾害、工程勘察等,已发表论文多篇.

更新日期/Last Update: 1900-01-01