残土中公路插条的优化设计

IF 0.3 Q4 ENGINEERING, GEOLOGICAL

Geotechnical Engineering Pub Date : 2004-01-01 DOI:10.1680/GENG.2004.157.1.37

A. Shein, M. Snaith, Christopher Holt

引用次数: 1

摘要

认为降雨引起的边坡失稳是残馀土中公路路堑边坡失稳的主要形式，边坡的优化设计应以边坡的总成本为基础。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Geotechnical Engineering ENGINEERING, GEOLOGICAL-

CiteScore

0.50

自引率

0.00%

发文量

期刊介绍： The objectives of the Association shall be the promotion of co-operation among geotechnical societies in SE Asia; and the assistance to member societies who have limited number of members. Now there is only one combined web titled: AGSSEA-SEAGS. SEAGS & AGSSEA encourage the submission of scholarly and practice-oriented articles to its journal. The journal is published quarterly. Both sponsors of the journal, the Southeast Asian Geotechnical Society and the Association of Geotechnical Societies in Southeast Asia, promote the ideals and goals of the International Society of Soil Mechanics and Geotechhnical Engineering in fostering communications, developing insights and enabling the advancement of the geotechnical engineering discipline.