BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN
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概要
- 論文の詳細を見る
A series of physical property aud chemical composition tests were conducted on ten fall loam soils, two secondary sedimented loam soils and two alluvial clays, all of which were obtained throughout Aomori Prefecture. Mechanical strength tests were also done for undisturbed and compacted samples of the soils. The main findings were as follows : (1) Silt fractions are what mostly control the in-situ moisture contents which are closely related to the amorphous contents of the fall loam soils; (2) The fall loam soils were categorized into the amorphous rich and the amorphous somewhat high fall loams by an in-situ moisture content of 70%. The amorphous rich loams showed unusual characteristics; (3) The strength of the undisturbed samples increases with an increasing in-situ moisture content for amorphous rich fall loam soils, but decreases for amorphous somewhat high fall loam soils; (4) The strength loss due to remoulding and the strength itself of the compacted samples were uniquely expressed by the liquidity index; (5) The ratio of CBR(compacted sample)/CBR(undisturbed sample) for amorphous rich fall loams becomes higher when the liquidity index increases. Finally, a practical classification chart consisting of the in-situ moisture content and the liquidity index, with two special lines, (W_n=70% and I_L=0.8), was proposed.
- 社団法人地盤工学会の論文
- 1993-06-15
著者
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諸戸 靖史
Department Of Civil Engineering Hachinohe Institute Of Technology
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諸戸 靖史
Dept. Of Civil Engineering Hachinohe Institute Of Technology
関連論文
- ANISOTROPIC ELASTIC STRESS FORMULAE APPLICABLE TO REINFORCED EARTH
- 一様粒度を持つ礫の三軸圧縮試験における強度(『土質工学会論文報告集』Vol. 30,No.2 (1990年6月発行)掲載論文の概要)
- SHEAR STRENGTH OF UNI-SIZED GRAVELS UNDER TRIAXIAL COMPRESSION
- BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN
- BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN
- SHEAR STRENGTH OF UNI-SIZED GRAVELS UNDER TRIAXIAL COMPRESSION
- Shear Strength of Uni-sized Gravels under Triaxial Compression
- MECHANICAL BEHAVIOR OF TWO TYPICAL COMPACTED VOLCANlC SOILS IN HACHINOHE, JAPAN UNDER DIFFERENT SAMPLE PREPARATION METHODS
- ON STRESS-DILATANCY EQUATIONS OF SAND SUBJECTED TO CYCLIC LOADING
- STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR
- STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR
- ON DEFORMATION OF GRANULAR MATERIAL IN SIMPLE SHEAR
- ON DEFORMATION OF GRANULAR MATERIAL IN SIMPLE SHEAR
- SHEAR WORK AND PORE WATER PRESSURE IN UNDRAINED SHEAR
- RELATIVE DENSITY OF PLUVIATED SAND SAMPLES
- AN APPLICATION OF MOGAMI'S STRENGTH FORMULA TO THE CLASSIFICATION OF GRANULAR SOILS
- AN APPLICATION OF MOGAMI'S STRENGTH FORMULA TO THE CLASSIFICATION OF GRANULAR SOILS
- 相異なる三主応力下における砂のせん断強さ
- 粒状体のせん断変形
- SHEARING DEFORMATION OF GRANULAR MATERIALS
- AN EXPERIMENTAL PROGRAMME TO DEFINE THE YIELD FUNCTION FOR SAND
- CO-ORDINATION NUMBER AND ITS RELATION TO SHEAR STRENGTH OF GRANULAR MATERIAL
- ガラスビーズにおける粒状体の三軸圧縮特性
- A NEW PARAMETER TO MEASURE DEGREE OF SHEAR DEFORMATION OF GRANULAR MATERIAL IN TRIAXIAL COMPRESSION TESTS
- 砂の変形における状態関数
- ガラスビ-ズにおける粒状体の三軸圧縮特性
- 砂の異方性および砂体内応力分布について
- 砂の弾性的な変形特性
- 砂の変形における状態関数
- 砂の異方性および砂体内応力分布について〔英文〕
- 砂の弾性的な変形特性