BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD
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概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 1994-09-15
著者
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田中 洋行
Hokkaido University
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田中 洋行
Geotechnical and Structural Department, Port and Airport Research Institute
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- COMPARISON OF MECHANICAL BEHAVIOR OF TWO OVERCONSOLIDATED CLAYS : YAMASHITA AND LOUISEVILLE CLAYS
- CHARACTERISTICS OF SOILS WITH LOW PLASTICITY : INTERMEDIATE SOIL FROM ISHINOMAKI, JAPAN AND LEAN CLAY FROM DRAMMEN, NORWAY
- AGEING EFFECTS ON CONSOLIDATION PROPERTIES : BASED ON THE SITE INVESTIGATION OF OSAKA PLEISTOCENE CLAYS
- SAMPLE QUALITY OF COHESIVE SOILS : LESSONS FROM THREE SITES, ARIAKE, BOTHKENNAR AND DRAMMEN
- COMPARATIVE STUDY ON SAMPLE QUALITY USING SEVERAL TYPES OF SAMPLERS
- BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD
- VANE SHEAR STRENGTH OF A JAPANESE MARINE CLAY AND APPLICABILITY OF BJERRUM'S CORRECTION FACTOR
- BEHAVIOR OF A BRACED EXCAVATION IN SOFT CLAY AND THE UNDRAINED SHEAR STRENGTH FOR PASSIVE EARTH PRESSURE
- BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD