含气砂土静止侧压力系数的试验研究          下载免费PDF全文

肖先波 《水文地质工程地质》2010,37(2):76-78

针对现行工程设计和数值分析中土的静止侧压力系数K0大多依经验确定并取定值的缺陷,对非饱和含浅层气砂土的K0取值问题开展系统的室内K0固结试验研究。结果表明,含气砂土K0值并非常数,砂土的含水率和密实度均对其有影响;其值随含水率的增大而增大,随密实度的增加而减小,密实度相对于含水率对K0的影响更为显著;工程设计中取松散饱和状态下砂土的K0值是偏于保守和安全的。  相似文献   

The critical scale of fluctuation for active lateral forces in spatially variable undrained clays     

《Computers and Geotechnics》2014

This study addresses the phenomenon of the critical scale of fluctuation (SOF) for active lateral force (P_a) in undrained clay when there is a spatial variability in the clay. The phenomenon is significant under shear strength (τ_f) random fields but is insignificant under unit weight (γ) random fields. It is found that the phenomenon of the critical SOF is connected to the nature of the spatial averaging, which is “line averaging” under τ_f random fields and is “area averaging” under γ random fields. The former averaging effect (line) is significantly weaker than the latter (area), so the tendency for the critical slip plane to seek for a favorable location is stronger for the τ_f random field than for the γ random field. Hence, the phenomenon of the critical SOF is more pronounced under τ_f random fields than under γ random fields. The underlying mechanisms for the phenomenon of the critical SOF will be explored in this paper.  相似文献   

Effects of Lateral Variation in Vegetation and Basin ‘Dome’ Shape on Tropical Lowland Peat Stabilisation in the Kota Samarahan-Asajaya Area, West Sarawak, Malaysia     

Mohamad Tarmizi Mohamad ZULKIFLEY  Tham Fatt NG  John Kuna RAJ  Roslan HASHIM  Muhammad Aqeel ASHRAF 《《地质学报》英文版》2014,88(3):894-914

Field surveys indicate lateral variation in peat humification levels （von Post） in dominantly occurring fibric,fibric to hemic,sapric and hemie to sapric peats across a gradient from the margin towards the centre of tropical lowland peat domes.Cement-peat stabilisation can be enhanced by adding mineral soil fillers （silt,clays and fine sands） obtained from Quaternary floodplain deposits and residual soil （weathered schist）.The unconfined compressive strength （UCS） of the stabilised cement-mineral soil fifler-peat mix increases with the increased addition of selected mineral soil filler.Lateral variation in the stabilised peat strength （UCS） in the top 0 to 0.5 m layer was found from the margin towards the centre of the tropical lowland peat dome.The variations in the UCS of stabilised tropical lowland peats along a gradient from the periphery towards the centre of the peat dome are most likely caused by a combination of factors due to variations in the mineral soil or ash content of the peat and horizontal zonation or lateral variation in the dominant species of the plant assemblages （due to successive vegetation zonation of the peat swamp forest from the periphery towards the centre of the tropical lowland peat dome）.  相似文献   

Moraine development at a small High‐Arctic valley glacier: Rieperbreen,Svalbard     

Astrid Lys  Ida Lnne 《第四纪科学杂志》2001,16(6):519-529

Ice‐cored lateral and frontal moraine complexes, formed at the margin of the small, land‐based Rieperbreen glacier, central Svalbard, have been investigated through field observations and interpretations of aerial photographs (1936, 1961 and 1990). The main focus has been on the stratigraphical and dynamic development of these moraines as well as the disintegration processes. The glacier has been wasting down since the ‘Little Ice Age’ (LIA) maximum, and between 1936 and 1990 the glacier surface was lowered by 50–60 m and the front retreated by approximately 900 m. As the glacier wasted, three moraine ridges developed at the front, mainly as melting out of sediments from debris‐rich foliation and debris‐bands formed when the glacier was polythermal, probably during the LIA maximum. The disintegration of the moraines is dominated by wastage of buried ice, sediment gravity‐flows, meltwater activity and some frost weathering. A transverse glacier profile with a northward sloping surface has developed owing to the higher insolation along the south‐facing ice margin. This asymmetric geometry also strongly affects the supraglacial drainage pattern. Lateral moraines have formed along both sides of the glacier, although the insolation aspect of the glacier has resulted in the development of a moraine 60 m high along its northern margin. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

地下侧积砂坝建筑结构研究及储层评价——以孤东油田七区西Ng52+3砂体为例   总被引：6，自引：0，他引：6  

李阳  郭长春 《沉积学报》2007,25(6):942-948

分析了在不同沉积环境下侧积砂坝的沉积模式,研究了侧积体的空间组合特征,并利用模式预测的方法建立侧积砂坝的建筑结构模型。研究表明,孤东油田七区西Ng52+3侧积砂坝是小型河流形成的,其侧积体的空间组合模式为水平斜列式,侧积体的宽度为80～240 m,倾角为5°～12°。薄片、扫描电镜分析证实,七区西Ng52+3的成岩作用较弱,原始的粒间孔隙保存完好,储层孔隙度平均为32.3%,渗透率为3 500×10-3 μm2。侧积砂坝内含有高岭石、蒙脱石、伊利石等粘土矿物,使其储层物性变差。  相似文献   

桩-桩水平振动动力相互作用研究     

吴志明  黄茂松  吕丽芳 《岩土力学》2007,28(9):1848-1855

在采用动力Winkler地基模型并考虑了被动桩与桩周土体相互作用的基础上,运用传递矩阵法求解出层状地基中的群桩水平振动桩-桩动力相互作用因子。与严格解（Kaynia和Kausel,1982年）进行对比,验证了方法的有效性。研究了各因素如桩长、桩底约束、桩间角度以及地基土对桩-桩动力相互作用因子的影响,并提出了＂影响桩长＂的概念。  相似文献   

大直径深层钻孔灌注桩拔除工艺研究          下载免费PDF全文

裴迅  芮大虎  吴庆红  葛执礼 《探矿工程》2015,42(1):68-71

结合郑州南站连接线明挖隧道（拔桩区间）拟拔桩基直径大、桩长的特点,对桩体受力特征和拔桩工艺进行了研究。通过拔桩过程中桩周土破坏模式和桩体自身的抗拉强度分析计算,选取有效的减阻方法并应用于工程实践,取得良好效果。最后总结出大直径深层钻孔灌注桩拔除工程中桩身局部扩大、桩侧摩阻力过大和断桩等问题及相应的解决方法,供今后类似工程借鉴。  相似文献   

Processing and Inversion of Long-Period Surface-Wave Data Collected In the Iberian Peninsula   总被引：3，自引：0，他引：3  

J. Badal  V. Corchete  G. Payo  J. A. Canas  L. Pujades  F. J. Serón 《Geophysical Journal International》1990,100(2):193-202

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Peculiarities of surface wave fields in laterally inhomogeneous media in the framework of ray theory     

T. B. Yanovskaya  Yu. V. Roslov 《Geophysical Journal International》1989,99(2):297-303

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Coupling between the multiplets of laterally heterogeneous earth models     

Seiji Tsuboi  Robert J. Geller 《Geophysical Journal International》1989,96(3):371-379

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