SEISMIC DESIGN CONSIDERATIONS FOR LINED SOLID-WASTE LANDFILLS

被引：9

作者：

BRAY, JD

REPETTO, PC

机构：

[1] Department of Civil Engineering, University of California, Berkeley

[2] Golder Associates, Inc., Mt Laurel, NJ 08054, 305 Fellowship Road

来源：

GEOTEXTILES AND GEOMEMBRANES | 1994年 / 13卷 / 08期

基金：

美国国家科学基金会;

关键词：

D O I：

10.1016/0266-1144(94)90015-9

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This paper discusses requirements regarding the seismic design of solid waste landfills specified by US Federal regulations, waste landfill characteristics that influence selection of the methods of seismic analysis, and analytical procedures for evaluating seismic performance of lined waste fills. Seismic analytical procedures, including wave propagation, pseudostatic slope stability and seismically induced permanent deformation analyses, are reviewed regarding their applicability to lined waste fills. The results of one-dimensional wave propagation analyses are presented to illustrate the sensitivity of these analytical procedures to variations in the waste fill, local site conditions, and design seismic motions. Based on the results of this study, design procedures for evaluating seismic stability of waste landfills are proposed.

引用

页码：497 / 518

页数：22

共 22 条

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[10]

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