地盤工学会論文報告集 = Journal of the Japanese Geotechnical Society : soils and foundations

• Material Type: 雑誌
• ISSN: 1341-7452
• ISSN-L: 1341-7452
• Title: 地盤工学会論文報告集 : soils and foundations
• Title Transcription: ジバン コウガッカイ ロンブン ホウコクシュウ : soils and foundations
• Volume: 44(4)-44(6) 20040800-20041200
• Author/Editor: 地盤工学会論文報告集編集委員会 編
• Author Heading: 地盤工学会 ジバン コウガッカイ ( 00411142 )Authorities
• Publication, Distribution, etc.: 東京 : 地盤工学会
• Publication Date: 2004
• Publication Date (W3CDTF): 2004
• Year and volume of publication: 35巻3号 (1995年9月)-45巻6号 (2005年12月)
• Size: 30cm
• Alternative Title: Journal of the Japanese Geotechnical Society Journal of the Japanese Geotechnical Society; Journal of the Japanese Geotechnical Society
• Place of Publication (Country Code): JP
• Text Language Code: jpn; eng
• NDLC: ZN1
• Note (General): 本タイトル等は最新号による; 刊行頻度の変更あり
• Holding library: 国立国会図書館
• Call No.: Z16-797
• Replaces: 継続前; https://ndlsearch.ndl.go.jp/books/R100000002-I000000017152
• Continues: 吸収後 : Soils and Foundations (ISSN:0038-0806); https://ndlsearch.ndl.go.jp/books/R100000002-I000000125782
• Data Provider (Database): 国立国会図書館 : 国立国会図書館蔵書; https://ndlsearch.ndl.go.jp
• Bibliographic ID (NDL): 000000096988; http://id.ndl.go.jp/bib/000000096988
• National Bibliography No. (JPNO): 00102745
• Cataloging Rule: Nippon Cataloguing Rules 1987 Revised Edition
• Bibliographic Record Category (NDL): 131

Table of Contents

The Extension of Rowe's Stress-Dilatancy Model to General Stress Condition

A Visco-Hypoplastic Constitutive Relation for Soft Soils

Dilating Behaviour of Overconsolidated Clay

Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses

Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method

Failure Criterion of Unsaturated Soil Considering Tensile Stress under Three-Dimensional Stress Conditions

Soil Characterization Using Complex Permittivity and Artificial Neural Networks

Compaction Behaviour and Prediction of its Characteristics of Fine Grained Soils with Particular Reference to Compaction Energy

3D Effects on Earth Pressure and Displacements during Tunnel Excavations

Lateral Load Capacity of Underreamed Piles--An Analytical Approach

Accumulated Deformation of Sand with Initial Shear Stress and Effective Stress State Lying near Failure Conditions

Behavior of Pile Subject to Negative Skin Friction and Axial Load

Development of Displacement-Softening Model for Interface Shear Behavior between Geosynthetics

Ageing Effects on Consolidation Properties--Based on the Site Investigation of Osaka Pleistocene Clays

One-Dimensional Compression for Air-Foam Treated Lightweight Geo-Material in Microscopic Point of View