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强结构性天然沉积土的强度变形特性 被引量:25
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作者 洪振舜 立石义孝 邓永锋 《岩土力学》 EI CAS CSCD 北大核心 2004年第8期1201-1204,共4页
广泛分布在日本大分县的天然硅藻土是一种令人惊奇的具有正常固结历史的天然沉积结构土,其含水量如豆腐,却硬如石头。由于具有强结构性,其土样不会受到取样及成形过程的扰动影响,能够在室内对其天然状态进行力学性状研究,是一种难得的... 广泛分布在日本大分县的天然硅藻土是一种令人惊奇的具有正常固结历史的天然沉积结构土,其含水量如豆腐,却硬如石头。由于具有强结构性,其土样不会受到取样及成形过程的扰动影响,能够在室内对其天然状态进行力学性状研究,是一种难得的天然沉积结构性土。采用最大压力达10MPa的高压三轴仪对天然沉积硅藻土进行试验,以探讨强结构性天然沉积土的力学性状。结果表明,其固结屈服压力达到上覆压力的57倍以上,固结屈服前的压缩曲线是水平的,固结压力达到固结屈服压力时,压缩性突增。强度试验结果显示,处于固结屈服前状态的强度与应力水平无关,而处于固结屈服后状态时其强度包络线与重塑粘土同样为通过原点的直线。 展开更多
关键词 压缩性状 固结屈服压力 天然沉积硅藻土 强度性状 强结构性
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BLOCK SPECTRUM CHARACTERISTICS AND FATIGUE CRACK RANDOM GROWTH 被引量:1
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作者 杨晓华 姚卫星 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1995年第2期206-211,共6页
Two parameters,block spectrum intensity Seq and spectrum shape factor a,which describe the characteristics of the loading block spectrum are defined,and the relationship between the parameters and fatigue crack propag... Two parameters,block spectrum intensity Seq and spectrum shape factor a,which describe the characteristics of the loading block spectrum are defined,and the relationship between the parameters and fatigue crack propagation behaviours is investigated.It is shown that the spectrum intensity is an 'average drive force' of fatigue crack propagation,and the variance of fatigue crack size at a given fatigue life is closely related to the spectrum shape factor α. 展开更多
关键词 fatigue crack loading distribution random distribution material scatter block spectrum intensity shape factor
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Influence of moisture content on shearing strength of unsaturated undisturbed quaternary system middle pleistocene 被引量:7
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作者 钟祖良 刘元雪 +2 位作者 刘新荣 李小勇 王睢 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2776-2782,共7页
The unsaturated undisturbed quaternary system middle pleistocene loess,a typical unsaturated soil,often occurs in the implementation of western development strategy.To obtain the shearing strength characteristics of t... The unsaturated undisturbed quaternary system middle pleistocene loess,a typical unsaturated soil,often occurs in the implementation of western development strategy.To obtain the shearing strength characteristics of this unsaturated undisturbed loess,based on the analysis of mineral composition,the triaxial shear test of undisturbed quaternary system middle pleistocene loess under different moisture contents is conducted with the specialized triaxial instrument for unsaturated soil.The test results show that the mainly mineral composition of undisturbed quaternary system middle pleistocene loess is quartz and albite.Under the same confining pressure,the matric suction increases with the decrease of moisture content.The smaller the moisture content,the larger the matric suction;the higher the moisture content,the lower the matric suction.Under the same moisture content,the matric suction increases with the confining pressure and reaches a maximum when the confining pressure is 100 kPa,and then decreases with the increase of confining pressure.This phenomenon is closely related to the grain contact tightness of soil mass under high confining pressure.According to the triaxial test of loess,the sample of loess experiences 4 stages from loading to failure:1) compaction stage;2) compression stage;3) microcrack developing stage;4) shear failure stage.The test sample is of brittle failure(weak softening)under low moisture content and confining pressure.With the decrease of matric suction and the increase of consolidated confining pressure,the stress-strain curve changes from softening type to ideal plastic type.In the shearing strength parameters of unsaturated undisturbed loess,the influence of moisture content on internal friction angle is small,but that on cohesive force is obvious.Therefore,the shearing strength of unsaturated undisturbed loess is higher than that of saturated undisturbed loess and varies with the moisture content. 展开更多
关键词 unsaturated undisturbed loess matric suction test shearing strength
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Effect of the Chord-Brace Angle on the Strength of Rectangular Hollow Sections K- and N-Joints in Galvanized Structures 被引量:1
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作者 Miguel A. Serrano Carlos Lopez-Colina +1 位作者 Gorka Iglesias Jorge Gonzailez 《Journal of Civil Engineering and Architecture》 2014年第10期1226-1232,共7页
An important consideration when using hot-dip galvanized tubular structures is the uncertainty of the joint behaviour due to the possible reduction in the global joint resistance produced by the vent holes required fo... An important consideration when using hot-dip galvanized tubular structures is the uncertainty of the joint behaviour due to the possible reduction in the global joint resistance produced by the vent holes required for the galvanizing process. This paper assesses the effect on the joint strength of the angle between the brace members and the chord in a K- or N-joints made with rectangular hollow sections. The study is focused on the case when those brace members include characteristic holes required for the hot-dip galvanizing process. To accomplish the objective of the proposed work, some tests on full-scale K- and N-joints, including angles of 35°, 45°, 55° and 90°, were carried out. The experimental work was complemented by a validated numerical simulation in order to give some design recommendations and to extend the research to other joint configurations. 展开更多
关键词 Structural joints tubular structures galvanized structures experimental tests numerical simulation.
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