A Study on Duplication Method of Undisturbed Natural Clays in Laboratory
A Study on Duplication Method of Undisturbed Natural Clays in Laboratory
批准号:
05650470
负责人:
MORIWAKI Takeo
金额:
$1.34万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1993
资助国家:
日本
项目状态:
已结题
起止时间:
1993 至 1994
中文摘要
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英文摘要
Relationships between physical properties, consolidation characteristics and shear characteristics and mixing conditions of artificial clays mixed a kaolin with a bentonite were investigated in order to develop the duplication method of undisturbed natural clays in laboratory by using marketed materials.As the results, it is found on physical properties that the liquid limit of mixed clays linearly increases with an increase of the bentonite content of the mixed clays and that the rate of its increase decreases with an increase of the salinity of the mixing water.On the other hand, the plastic limit is hardly influenced by the bentonite content of the mixed clays or the salinity of the mixing water.It is found on consolidation characteristics that the compression index of the mixed clays linearly increases and the logarithm of the coefficient of consolidation linearly decreases with an increase of the bentonite content of the mixed clays.It is also found on shear characteristics that the excess pore water pressure caused by shearing decreases, shear strength increases and the degree of the strain hardening increases with an increase of the bentonite content of the mixed clays.In order to duplicate the aging effect in laboratory, the mixed clays were reconsolidated at the high temperature from the slurry state or cured at high temperature only during the secondary compression of the last reconsolidation stage.As the results, it is found that the consolidation yield stress of the clay samples reconsolidated or cured at high temperature becomes large than that of the clay samples reconsolidated at room temperature and that the characteristics of the clay samples reconsolidated or cured at high temperature are similar to those of naturally aged clays.This implies that the high temperature reconsolidation procedure and the high temperature curing procedure can duplicate the aging effect.
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Takeo MORIWAKI: "Cyclic Consolidation Characteristics of Clay Reconsolidated at High Temperature" Proceedings of International Symposium on Compression and Consolidation of Clayey Soils. 1. 135-142 (1995)
Takeo MORIWAKI:“高温再固结粘土的循环固结特性”粘土土压缩与固结国际研讨会论文集。
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Shinji IKEGAMI: "The Influence of Salinity on Precipitation and self-Weight Consolidation Characteristics of very Soft Clay" Proceedings of the 29th Japan National Conference of SMFE. Vol.1. 270-271 (1994)
Shinji IKEGAMI:“盐度对超软粘土降水和自重固结特性的影响”第 29 届日本 SMFE 全国会议论文集。
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Takeo MORIWAKI: "Shear Deformation Characteristics of Hiroshima Clay Cured at High Temperature" Proceedings of Intenational Symposium on Pre-failure Deformation Characteristics of Geomaterials. Vol.1. 119-124 (1994)
Takeo MORIWAKI:“广岛粘土高温固化的剪切变形特性”岩土材料破坏前变形特性国际研讨会论文集。
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森脇武夫: "高温再圧密粘土の三軸繰返し圧密挙動" 土木学会論文集. 463. 55-64 (1993)
Takeo Moriwaki:“高温再固结粘土的三轴循环固结行为”日本土木工程师学会学报 463. 55-64 (1993)。
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Hiroshi YOSHIKUNI: "The Influence of Salinity on Mechanical Behavior of Clays" Proceedings of the 28th Japan National Conference of SMFE. Vol.1. 359-360 (1993)
Hiroshi YOSHIKUNI:“盐度对粘土机械行为的影响”第 28 届日本 SMFE 全国会议论文集。
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共 31 条
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