共查询到20条相似文献，搜索用时 93 毫秒
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塑料排水板超载预压法处理软基在环胶州湾公路工程中的应用 总被引：1，自引：0，他引：1
塑料板排水法是近年来在软基处理中应用较广泛的一般方法。本文结合环胶州湾公路工程实例,介绍了塑料排水板超载预压法处理软基的施工方法。 相似文献
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在青岛娄山河污水处理厂使用强夯法对粉煤灰地基进行处理,通过定量计算分析强夯前后土工试验、原位测试结果,评价粉煤灰物理力学性质的改善状况;分析原位测试试验成果之间的内在联系,对强夯法加固粉煤灰地基的效果评价进行了初步研究。结果显示,强夯有效加固深度内的粉煤灰层物理力学性质发生了明显改善,但其孔隙比仍大于1.0;点夯过程宜及时排水,以提高夯实效率。本文研究结论对粉煤灰地区的加固具有一定的指导和参考意义。 相似文献
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基于P-Y曲线法考虑桩土相互作用的高桩结构物分析 总被引：12，自引：0，他引：12
ＰＹ曲线法是一种非线性地基反力法,可用于分析横向荷载作用下桩结构物,尤其在分析有较大变位的桩结构物时,有许多突出的优点。本文就ＰＹ曲线法分析横向力作用下的高桩结构物的实施方法、特点进行了研究,编制了相应的程序,结合算例给出一些供工程设计人员参考的结论。 相似文献
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某港口堆场地基上部5．0m系吹填而成，地表下18m范围均属软土，经真空预压初级加固后地基承载力仅在80—90kPa，局部区域上部淤泥土层土性指标较差，含水量大于50％，地基承载力不足60kPa。为了使地基达到230kPa的承载要求，设计采用深层搅拌法加固超软弱地基。通过现场成桩工艺试验和检测表明，桩身水泥土强度在90d龄期时大于1．80MPa，单桩承载力标准值大于150kN，以φ600桩径、桩长13．5m、置换率为0．308和φ500桩径、桩长13．5m、置换率为0．267两种方案布置的复合地基承载力标准值均超过了230kPa的设计要求。试验结果表明，深层搅拌法在港口超软弱地基土应用只要施工工艺适当，完全可以使地基承载力提高2—3．5倍以土，从而节省大量的工程投资。 相似文献
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文章介绍了利用土工布处理孤东海堤软基现场试验情况,认为该方法可以解决海底滑坡、非正常下沉,有较好的经济效益,用于黄河口等淤积地区处理软基是可行的。 相似文献
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基于非线弹性水平地基反力系数的实用群桩分析方法 总被引：1，自引：0，他引：1
在NL(Non-Linear Elasticity Horizontal Foundation Coefficient)法的基础上提出了群桩的非线弹性水平地基反力系数实用分析方法,可以使复杂的群桩计算简化为水平地基系数折减后的单桩计算问题,直接采用NL法查表计算。通过实测资料和理论计算值的比较,提出了群桩水平地基系数的建议值。 相似文献
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Ali Maher Masaki Kitazume Robert Miskewitz Scott Douglas David Yang 《Marine Georesources & Geotechnology》2018,36(3):271-279
A pilot study was conducted to evaluate the use of the pneumatic flow tube mixing method for stabilization and solidification of soft sediments dredged from the New York/New Jersey Harbor. The study included a comprehensive laboratory investigation aimed at determining the ideal mix for pneumatic flow tube mixing stabilization, and a pilot-scale demonstration of the pneumatic flow tube mixing technique in the field. Material stabilized during the demonstration was analyzed through unconfined compression tests, needle tests, laboratory vane shear tests, and flow tests in the laboratory and the cone penetration test in the field. Curing times for the samples were 3, 7, 14, and 28 days. The three cement content mixes were 4, 8, and 12% by weight (wet weight). Pneumatic flow tube mixing was demonstrated to be an efficient and rapid method for soft sediment stabilization with the resulting material showing uniform quality of mix meeting, New Jersey Department of Environmental Protection’s geotechnical and environmental fill placement criteria. 相似文献
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Zhaoyu Wang Guojun Cai Yong Jin Nan Ding Daojian Shen 《Marine Georesources & Geotechnology》2017,35(8):1135-1146
Mechanical compaction and chemical grouting are the two most widely used methods in geotechnical engineering for ground improvement. However, the disadvantages of the methods including high cost, high energy consumption, and potential environmental pollution are obvious. A new ground treatment technique, i.e., microbial induced carbonate precipitation, was developed recently. Review of ground improvement using microbial induced carbonate precipitation technique was performed in this study. The mechanism of microbial induced carbonate precipitation-treated soils was first introduced followed by the review of many aspects of the microbial induced carbonate precipitation technique. Thereafter, the related engineering applications were presented and summarized. Moreover, some problems existing in current theoretical and experimental studies as well as the possible solutions for future development were also discussed. Some recommendations were proposed for a wider application of this technique. 相似文献
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Numerical approach to predict ground displacement caused by installing a horizontal jet grout column
When horizontal jet grouting is conducted in fine-grained soils, the injection of large volumes of fluid with high injection pressure into the ground may cause ground surface upheaval and the lateral movement of subsoil. This paper provides a numerical approach to calculate the ground displacement caused by installing a horizontal column based on determination of the influencing radius of injection pressure and the volumetric expansion strain caused by fluid injection. During the course of this study, the relationship between the influencing radius, column radius, volumetric expansion strain, and jetting parameters is established. The proposed numerical approach is applied to analyze a case history conducted in Shanghai soft soil deposits, which include the monitoring of vertical displacement of the ground surface and lateral displacement of the subsoil during construction. A comparison of the results between the simulated values with the Mohr Coulomb model and field data demonstrates that the numerical approach can yield a reasonable prediction of these field measurements when the influencing radius is six times the radius of the column. The influence range of the horizontal jet grouting activity is also discussed by numerical analysis with respect to two soil models (the Mohr Coulomb model and the hardening soil model). 相似文献
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AbstractThe zero load readings of cone resistance (qc) and sleeve friction (fs) measured by a piezocone (uCPT) shift with the ambient temperature. A method of correcting the effect of temperature on uCPT measurements in seabed sediments has been proposed for the case where there is no temperature sensor in the uCPT probe. This method is based on the assumption that the “actual” profile of fs of soft shallow seabed sediments linearly increases with depth, and a rate of increase of α?=?0.2?kPa/m was obtained using measured ground temperatures and fs values in seabed sediments in Isahaya Bay, Japan. An “actual” fs profile can then be constructed using the measured fs value at the shallow surface and the value of α. Using the differences between the measured and the estimated “actual” fs profiles, the ground temperature profile can be obtained, and then the effect of temperature on the uCPT measurements can be corrected. The proposed method was used for temperature corrections on uCPT measurements in Isahaya Bay, Japan. The values of undrained shear strength (su) from the temperature-corrected uCPT measurements agree well with the laboratory measured values of su using the undisturbed soil samples. 相似文献
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本文首次报道１９８７年１１月至１９８８年１１月在闽南－台湾浅滩渔场采获的９种叶状铒１鳗，它们分别属于３个科；鸭嘴鳗科３种，锯犁鳗科１种，蛇鳗科５种。文中描述、比较了研究叶状仔鳗的主要形态特征。 相似文献
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闽南—台湾浅滩渔场微型硅藻的分类研究 总被引：2，自引：0，他引：2
利用透射电镜（ＴＥＭ）研究闽南－台湾浅滩渔场的微型硅藻时,鉴定出１４个在我国首次的种类,它们是：极小曲壳藻（Ａｃｈｎａｎｔｈｅｓ ｍｉｎｕｔｉｓｓｉｍａ）,分岐双壁藻（Ｄｉｐｌｏｎｅｉｓ ｄｉｖｅｒｇｅｎｓ）、槌棒脆杆藻（Ｆｒａｇｉｌａｔｉａ ｏｐｅｐｈｏｒｏｉｄｅｓ）、微细脆杆藻（Ｆｒａｇｉｌａｒｉａ ａｔｏｍｕｓ）、折断舟形藻（Ｎａｖｉｃｕｌａ ｆｒａｃｔａ）、虫瘿舟形藻（Ｎａｖｉｃｕｌａｇａ 相似文献
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