| 戴自航,彭振斌.某宿舍楼滑坡机理分析与治理[J].地质与勘探,2000,(4):90-94 |
| 某宿舍楼滑坡机理分析与治理 |
| THE MECHANISM ANALYSIS AND CURE OF THE LANDSLIDE NEAR TOTHE STUDENT |
| |
| DOI： |
| 中文关键词: 滑坡 抗滑桩 残余抗剪强度 双参数法 |
| 英文关键词: mechanism,slide,slide-resistant,residual shear strength,double-parameter method |
| 基金项目: |
| 戴自航 彭振斌 |
| 中南工业大学,长沙 |
| 摘要点击次数: 1403 |
| 全文下载次数: 1229 |
| 中文摘要: |
| 详细分析了某边坡失稳的机理，并对滑坡的稳定性及其发展趋势进行了科学分析和预计。在此基础上，提出了以抗滑桩为主，辅以灌浆、排水和护面等综合治理设计方案。为提高计算结果的可靠度，采用了滑带土的残余抗剪强度指标和双参数法等手段。 |
| 英文摘要: |
| The mechanism of losing stability of a slope is analyzed in detail in this paper.The stability and developing tendency of the slide are also analyzed and predicted scientifically.Based on these,a comprehensive cure plan which takes slide-resistant piles as its main body and grouting,draining and protecting surface as its auxiliary parts is put forward.In designing and calculating,several measures such as using the indexes of residual shear strength of sliding-belt soil and double-parameter method etc are taken in order to improve the reliability of calculation results.The comparison of plans and practice show that the design plan is economical and effective for the cure of the slide. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
|
|
|
