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Publications tagged with [compressibility]

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<p>This paper presents the development of a shallow foundation system consisting of mat foundations for support of all structures including heavily loaded, settlement sensitive structures at a recently completed Polysilicon Plant in China. The site grading ...
Reference: Seventh International Conference on Case Histories in Geotechnical Engineering, Chicago
In this study, a geotechnical testing program was conducted to evaluate the engineering properties of old municipal solid waste sampled in Whamyung MSW landfill site, Busan, Korea.
Reference: Int. J. Environ. Res., 5(3):573-584, Summer 2011
<p>In order to assess the influence of different foam types on compressibility behavior of conditioned sand, a set of tests were performed on three gradation of sandy soil. Some index tests were also undertaken for verifying foam agents characteristics and ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>Secure stability and reliable serviceability of radioactive dump is a difficult engineering problem. Due to difficult geological formations determined mainly by great compressibility, low shear strength of soils, and high ground water level, or great upward ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
<p>An alternative procedure to determine the hydraulic conductivity function (k-function) based on relationships between saturated hydraulic conductivity and void ratio and between air-entry value and void ratio is proposed. The procedure was applied to determine ...
Reference: ASTM Geotechnical Testing Journal, November, 2004, Vol. 27, No. 6
<p>The outcomes of this study can provide insight into the swelling and the compressibility behavior of soil - bentonite mixtures, between non-swelling materials and swelling materials. A simple swell and compression laboratory test has been conducted for ...
Reference: DIMENSI TEKNIK SIPIL VOL 5, NO. 2, September 2003: 93-98
The deformation behaviour during construction, on first filling and post first filling has been analysed from a database of some 134 embankments, including earthfill, zoned earthfill, zoned earth and rockfill and puddle core earthfill embankments. Factors ...
Reference: UNICIV REPORT No. R-416 FEBRUARY 2003 THE UNIVERSITY OF NEW SOUTH WALES SYDNEY 2052 AUSTRALIA
Man induced fluid withdrawal subsidence theory and guidelines
Reference: "Published in 1984 by the United Nations Educational, Scientific and Cultural Organization"