深基坑排桩—圈梁支护结构协同作用研究   总被引：14，自引：5，他引：14  

何建明  白世伟 《岩土力学》1997,18(3):41-46

排桩－圈梁的协同作用对深基坑支护结构的变形和内力有着重要的影响，为此对深基坑排极支护结构进行了弹性地基梁有限元分析，得出一些有意义的结论。  相似文献   

粉喷桩处理软基的变形及固结测试分析     

罗喜元 《岩土工程技术》2004,18(2):86-89

以广珠准高速铁路软土路堤试验粉喷桩处理段的变形及孔压测试数据为基础 ,对用粉喷桩处理深厚软土地基的沉降、基底横向差异沉降、边桩变形、孔压分布规律及固结进行了分析  相似文献   

地脉动测试技术若干问题的讨论   总被引：1，自引：0，他引：1  

李友鹏  邹桂高 《岩土工程技术》2004,18(4):199-203

讨论了地脉动的测试技术以及测试工作中应该重视而且容易被忽视的问题 ,并就地脉动幅值域和频率域特性参数提出不同的看法  相似文献   

浅析Windows的灵魂--注册表          下载免费PDF全文

罗惠样  栗福仙 《山西气象》2004,(4):31-32,43

本文论述了Windows注册表的作用与Windows注册表类似文件目录的树状层次结构。对根键和子键及注册表的内容进行了详细的解释。阐述了怎样进行注册表的信息存取、注册表的备份和注册表的修改，并举例说明注册表的应用。  相似文献   

苏鲁造山带区域地壳山根结构特征   总被引：15，自引：6，他引：15  

徐纪人  赵志新 《岩石学报》2004,20(1):149-156

本利用苏鲁大别造山带及其邻区的三维P波速度资料，详细对比研究了苏鲁与大别超高压变质带莫霍面深度和深部P波速度结构分布特征。结果表明，尽管苏鲁、大别超高压变质带都具有上地壳明显高速且上凸；中地壳增厚；下地壳埋藏较深且下凹等共同的P波速度结构特征，与大别地区相比较，苏鲁超高压变质带还存在着独特的区域性特征。从地貌上看，苏鲁地区山脉已经基本消失。苏鲁超高压变质带的地壳厚度为32～33公里，深于其周围地区2～3公里，但是莫霍面下凹程度远不如大别地区，造山带地壳山根已逐步趋向消失。苏鲁地区上地壳P波速度高于大别，比其周围地区约快1～1．2km/s，有可能显示了该区有更多高速、高密度的超高压变质岩折返到上地壳与地表的岩石物性效果。大别造山带山脉依然存在，莫霍面下凹更明显，沿NWW向串状残留地壳山根最深为37～38公里，深于其周围地区3～4公里。对比研究结果表明，由于区域构造运动的作用，苏鲁大别造山带中的不同地段，在其造山、演化过程中也存在着差别。苏鲁的造山运动起始虽略晚于大别，但结束的更快，比大别更早进入了造山运动的后期。分析促使苏鲁造山运动进程加速的主要构造原因可能有两点，郯庐断裂带的左旋走滑运动以及通过中国华北区域的大范围NW-SE向扩张应力场的影响。大区域构造背景加速了苏鲁造山带地表高山侵蚀过程的同时，随着山根浮力的不断减弱，地壳深部山根逐渐趋向消失。地壳速度结构特征有可能反映了苏鲁造山带的地壳山根随着地表山脉的侵蚀而减弱，趋向消失的过程。  相似文献   

水泥搅拌桩与锚杆组合支护结构的力学参数研究   总被引：1，自引：0，他引：1  

赵剑豪  陈振建  方家强 《岩土力学》2004,25(Z2):265-270

水泥搅拌桩--锚杆组合支护结构是一种新型的组合支护结构,笔者采用有限元方法进行各相关力学参数研究,分析了该组合支护结构的受力特性及变形性态.通过计算结果与实测数据的比较,表明本文所得结论对该组合支护结构的应用有一定的指导价值.  相似文献   

温州世贸中心大厦钻孔灌注桩施工技术          下载免费PDF全文

詹龙和  金克柏  谢秋明 《探矿工程》2004,31(10):1-3

介绍了温州世贸中心大厦钻孔灌注桩的主要特点和施工难点，以及在生产施工中所采取的主要技术措施，特别针对该工程中风化残留体施工难度大、桩孔深的特点，介绍了相应的处理办法和注意事项。  相似文献   

小动力旋挖钻机用嵌岩短螺旋钻头结构形式的改进          下载免费PDF全文

刘南昌  胡继良  黄玉文  翁炜  张宏智 《探矿工程》2005,32(2):43-43,46

采用小动力无加压旋挖钻机在粒径较大的卵砾石地层和泥页岩地层中进行1500 mm以上大口径钻孔灌注桩施工，由于钻机动力小且不能加压，用常规嵌岩短螺旋钻头钻进出现进尺慢或不进尺现象。通过对河南西峡县宛西制药责任有限公司新厂房桩孔施工过程中出现此种现象的分析和处理，提出了嵌岩短螺旋钻头针对性的改进措施，并取得了良好效果。  相似文献   

Elastic models for nonlinear response of rigid passive piles     

W. D. Guo 《国际地质力学数值与分析法杂志》2014,38(18):1969-1989

Recent study indicates that the response of rigid passive piles is dominated by elastic pile–soil interaction and may be estimated using theory for lateral piles. The difference lies in that passive piles normally are associated with a large scatter of the ratio of maximum bending moment over maximum shear force and induce a limiting pressure that is ~1/3 that on laterally loaded piles. This disparity prompts this study. This paper proposes pressure‐based pile–soil models and develops their associated solutions to capture response of rigid piles subjected to soil movement. The impact of soil movement was encapsulated into a power‐law distributed loading over a sliding depth, and load transfer model was adopted to mimic the pile–soil interaction. The solutions are presented in explicit expressions and can be readily obtained. They are capable of capturing responses of model piles in a sliding soil owing to the impact of sliding depth and relative strength between sliding and stable layer on limiting force prior to ultimate state. In comparison with available solutions for ultimate state, this study reveals the 1/3 limiting pressure (of the active piles) on passive piles was induced by elastic interaction. The current models employing distributed pressure for moving soil are more pertinent to passive piles (rather than plastic soil flow). An example calculation against instrumented model piles is provided, which demonstrates the accuracy of the current solutions for design slope stabilising piles. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Varying water utilization of Haloxylon ammodendron plantations in a desert‐oasis ecotone          下载免费PDF全文

Hai Zhou  Wenzhi Zhao  Gefei Zhang 《水文研究》2017,31(4):825-835

Haloxylon ammodendron is a desert shrub used extensively in China for restoring degraded dry lands. An understanding of the water source used by H. ammodendron plantations is critical achieving sustainable vegetation restoration. We measured mortality, shoot size, and rooting depth in 5‐, 10‐, 20‐, and 40‐year‐old H. ammodendron plantations. We examined stable isotopic ratios of oxygen (δ¹⁸O) in precipitation, groundwater, and soil water in different soil layers and seasons, and in plant stem water to determine water sources at different shrub ages. We found that water acquisition patterns in H. ammodendron plantations differed with plantation age and season. Thus, the main water source for 5‐year‐old shrubs was shallow soil water. Water sources of 10‐year‐old shrubs shifted depending on the soil water conditions during the season. Although their tap roots could absorb deep soil water, the plantation main water sources were from soil water, and about 50% of water originated from shallow and mid soil. This pattern might occur because main water sources in these plantations were changeable over time. The 20‐ and 40‐year‐old shrubs acquired water mainly from permanent groundwater. We conclude that the main water source of a young H. ammodendron plantation was soil water recharged by precipitation. However, when roots reached sufficient depth, water originated mainly from the deep soil water, especially in the dry season. The deeply rooted 20‐ and 40‐year‐old shrubs have the ability to exploit a deep and reliable water source. To achieve sustainability in these plantations, we recommend a reduction in the initial density of H. ammodendron in the desert‐oasis ecotone to decelerate the consumption of shallow soil water during plantation establishment.  相似文献