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: 38(1)-38(2) 19980300-19980600
• 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: 1998
• Publication Date (W3CDTF): 1998
• 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

Vertical Vibration and Additional Distress of Grouped Piles in Layered Soil

Evaluation of Earth Pressure under Any Lateral Deformation

Settlement of Shallow Foundation due to Cyclic Vertical Force

A Two-Surface Model with Anisotropic Hardening and Nonassociated Flow Rule for Geomaterials

A Time-Dependent Bounding Surface Model for Anisotropic Cohesive Soils

Back Analysis Technique for Slope Stabilization Works of Embankment Landslide due to Foundation Instability

Design of Laterally Loaded Piles in Cohesive Soils Using p-y Curves

An Elasto-Viscoplastic Constitutive Model with Strain Softening

Wave-Induced Seabed Instability:Difference between Liquefaction and Shear Failure

Interaction Factors for Pile Groups due to Downdrag