Ground conditions around an old tunnel in London Clay

IF 0.3 Q4 ENGINEERING, GEOLOGICAL

Geotechnical Engineering Pub Date : 2005-01-01 DOI:10.1680/GENG.158.1.25.56646

S. Gourvenec, R. Mair, M. Bolton, K. Soga

引用次数: 18

Abstract

This paper reports the findings of a field study of the ground conditions around an old tunnel in London Clay at a greenfield site in Kennington, South London. Ground conditions were identified from a borehole investigation incorporating a programme of in situ pore water pressure monitoring, geotechnical testing and sampling. Additionally, laboratory classification of the samples and a suite of high-quality triaxial tests were carried out. The results of this investigation are presented and discussed in conjunction with published London Clay data. The presence of a tunnel beneath the site allowed the investigation of its influence on the local soil and groundwater conditions.

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伦敦一条老隧道周围的地面情况

本文报告了在伦敦南部肯宁顿的一个绿地上，对伦敦粘土中一个旧隧道周围的地面条件进行实地研究的结果。通过钻孔调查确定了地面条件，包括现场孔隙水压监测、岩土测试和取样方案。此外，对样品进行了实验室分类和一套高质量的三轴试验。本调查的结果将与伦敦克莱市公布的数据一起提出和讨论。工地下面有一条隧道，可以调查隧道对当地土壤和地下水条件的影响。

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.

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