绿色高性能减水剂与水泥相容性的评判方法与试验验证          下载免费PDF全文

郑捷  王帆  雷震东  陈景恒  郑山锁 《地震工程学报》2017,39(1):88-94

基于Matlab平台,同时考虑聚羧酸系高性能减水剂的饱和掺量点、水泥浆体的初始Marsh时间或流动度、经时损失率、凝结时间和泌水率的影响,将掺有聚羧酸系高性能减水剂受检水泥与基准水泥相比较的各因子作为评判其相容性的指标,建立相应的隶属度函数,运用模糊数学评判方法,打破基准水泥的局限,对聚羧酸系高性能减水剂与水泥的相容性作出较为全面和准确的综合性评价。试验结果分析表明,掺入评价结果为优的同一聚羧酸系高性能减水剂预拌混凝土性能与其水泥浆体一致,相关性较好。研究对于绿色高性能减水剂混凝土的配制具有指导意义。  相似文献   

Mantle flow beneath the Asian continent and its force to the crust     

孙荀英  张怀  梁国平 《地震学报(英文版)》2002,15(3):241-246

Introduction In order to understand the formation of the geological structure and its evolution of the Asian continent, it is needed to investigate the driving forces from the around continents and oceans and from its underlying mantle as well. The super parallel computer has been used to simulate the geodynamical processes in the lithosphere and mantle for a long time in many international works (Bird, 1995; Tackley, 1995). We also calculated the patterns of the global mantle convection on o…  相似文献   

库水升降条件下考虑饱和渗透系数空间变异性的白水河滑坡渗流变形分析     

薛阳  吴益平  苗发盛  李麟玮  廖康  张龙飞 《岩土力学》2020,41(5):1709-1720

堆积层滑坡的岩土体渗透系数具有一定的不确定性,且渗透系数是饱和-非饱和渗流分析的重要参数,开展考虑其空间变异性的库岸堆积层滑坡渗流变形分析具有重要意义。以三峡库区中的白水河滑坡为研究对象,基于地面核磁共振技术获取的岩土体渗透系数,分析滑坡体渗透系数的空间变异特征,采用半变异函数方法求得滑坡体渗透系数的竖直波动范围,在此基础上建立渗透系数的非平稳随机场模型。以非侵入式随机有限元的方式开展库水升降两种工况下不确定模型与确定模型的流固耦合模拟,分析两种模型的渗流场、位移变形特征及其差异。结果表明：相比于确定模型,不确定模型孔压改变的滞后性更为明显,且库水下降工况下整体的变形更大,若忽略滑体渗透系数的非平稳空间变异特征将会低估滑坡的实际变形。  相似文献   

浅埋隧道冻结法施工地表冻胀融沉规律及冻结壁厚度优化研究     

郑立夫  高永涛  周喻  田书广 《岩土力学》2020,41(6):2110-2121

浅埋隧道对地表冻胀、融沉变形有严格要求。针对珠机城际轨道交通项目联络通道冻结壁设计改进问题,基于热?力耦合理论,利用有限差分数值计算方法对冻结法施工全过程进行模拟,通过比较研究不同厚度冻结壁模型引起的地表冻胀、融沉变形及隧道管片变形规律,实现冻结壁厚度的优化设计。研究表明：（1）该数值模型可有效模拟地表冻胀、融沉变形,利用已查明数值误差对计算结果进行折减可得到较为准确的实际变形预测值;（2）不同模型地表冻胀、融沉规律大致相同,但变形量及影响范围随冻结壁厚度减小呈递减趋势,当冻结壁厚度为2.5 m及以下时变形基本满足规程要求;（3）土体冻胀、融沉变形并非简单的互逆过程,融沉变形通常大于冻胀变形,平均超出量达40%,应特别注意;（4）冻结壁厚度越大相应产生的冻胀力越大,通过优化冻结壁厚度可有效控制隧道管片附加应力及变形的产生,保护已建隧道结构安全;（5）综合选定2.5 m为冻结壁改进厚度,成果直接应用于4#联络通道冻结法施工,经现场监测表明该优化方案有效、可行,对类似工程冻结壁厚度设计具有较好的推广应用价值。  相似文献   

植入式光纤传感器在隧道结构中的边界效应研究     

侯公羽  李子祥  胡涛  周天赐  肖海林 《岩土力学》2020,41(8):2839-2850

为探究植入式光纤传感器与隧道衬砌的应变传递的边界效应,分别从理论、试验和现场应用3个方面进行研究,并在实际工程中进行了验证。构建了光纤在混凝土衬砌中的应变传递模型,进行光纤应变传递机制分析,计算了光纤应变传递效率,并与数值计算结果对比,验证了力学计算模型的准确性。使用钢筋混凝土梁模拟隧道的混凝土衬砌,在其表面植入分布式光纤,进行了2组试验。对试验梁进行分级加载并使用BOFDA技术对光纤进行测试。试验结果表明：植入式光纤传感器存在边界效应,结构两端为光纤的低效率应变传递区,不能完全传递试验梁的应变;试验梁中部为光纤的高效率应变传递区,能够完全传递试验梁的应变。基于以上研究成果,在北京市新机场线地铁暗挖隧道CRD工法区间,采用植入式工艺在隧道衬砌内布设了分布式光纤传感器,进行了工程应用研究。监测结果表明,边界效应对工程监测结果影响很小,分布埋入式光纤布设工艺是可行的。该研究可为分布式光纤技术在地下工程结构监测中的应用提供参考。  相似文献   

砂性土细颗粒起动临界水力坡降计算方法     

王明年  江勇涛  于丽  董宇苍  段儒禹 《岩土力学》2020,41(8):2515-2524

地下水渗流作用下内部不稳定砂性土将发生潜蚀现象,潜蚀作用引起的土体渗透破坏会对土工建筑物或地基造成不良影响。考虑土体有效应力和细颗粒应力折减,建立渗流场中细颗粒受力模型,根据极限受力平衡状态得到潜蚀过程中砂性土细颗粒起动临界水力坡降计算公式,并通过DEM-CFD耦合方法以及现有试验数据进行验证。结果表明：砂性土中细颗粒以滚动方式起动,起动临界水力坡降受渗流水流、土体特性以及颗粒自身特性共同影响;砂性土表层细颗粒起动临界水力坡降受埋深影响较大,埋深1 cm的细颗粒最高、最低起动临界水力坡降相差10.169%,埋深10 cm时差异减少至1.061%。该计算方法与数值模拟和渗流试验结果的最大标准误差分别为6.038%、11.211%,可以较为准确地预测砂性土细颗粒起动临界水力坡降。  相似文献   

Seepage-heat transfer coupling process of low temperature return water injected into geothermal reservoir in carbonate rocks in Xian County,China          下载免费PDF全文

WANG Yan  LIU Yan-guang  BIAN Kai  ZHANG Hong-liang  QIN Shen-jun  WANG Xiao-jun 《地下水科学与工程》2020,8(4):305-314

Fracture seepage and heat transfer in the geothermal reservoir of carbonate rocks after the reinjection of low temperature geothermal return water is a complex coupling process,which is also the frontier of geothermal production and reinjection research. Based on the research of cascade comprehensive development of geothermal resources in Beijing-Tianjin-Hebei (Xian County),the carbonate geothermal reservoir of Wumishan formation in the geothermal field in Xian County is investigated. With the development of the discrete fracture network model and the coupling model of seepage and heat transfer,the numerical solution of seepage field and temperature field with known fracture network is reached using the finite element software COMSOL,and the coupling process of seepage flow and heat in carbonate rocks is revealed. The results show that the distribution of temperature field of fractured rocks in geothermal reservoir of carbonate rocks has strong non-uniformity and anisotropy. The fracture network is interpenetrated,which constitutes the dominant channel of water conduction,and along which the fissure water moves rapidly. Under the influence of convective heat transfer and conductive heat transfer,one of the main factors to be considered in the study of thermal breakthrough is to make the cold front move forward rapidly. When the reinjection and production process continues for a long time and the temperature of the geothermal reservoir on the pumping side drops to a low level,the temperature of bedrocks is still relatively high and continues to supply heat to the fissure water,so that the temperature of the thermal reservoir on the pumping side will not decrease rapidly to the water temperature at the inlet of reinjection,but will gradually decrease after a long period of time,showing an obvious long tail effect. The distribution of fractures will affect the process of seepage and heat transfer in carbonate reservoirs,which should be considered in the study of fluid thermal coupling in carbonate reservoirs.  相似文献   

Free‐vibration analysis of a three‐dimensional soil–structure system     

J. L. Wegner  Xiong Zhang 《地震工程与结构动力学》2001,30(1):43-57

A procedure which involves a non‐linear eigenvalue problem and is based on the substructure method is proposed for the free‐vibration analysis of a soil–structure system. In this procedure, the structure is modelled by the standard finite element method, while the unbounded soil is modelled by the scaled boundary finite element method. The fundamental frequency, and the corresponding radiation damping ratio as well as the modal shape are obtained by using inverse iteration. The free vibration of a dam–foundation system, a hemispherical cavity and a hemispherical deposit are analysed in detail. The numerical results are compared with available results and are also verified by the Fourier transform of the impulsive response calculated in the time domain by the three‐dimensional soil–structure–wave interaction analysis procedure proposed in our previous paper. The fundamental frequency obtained by the present procedure is very close to that obtained by Touhei and Ohmachi, but the damping ratio and the imaginary part of modal shape are significantly different due to the different definition of damping ratio. This study shows that although the classical mode‐superposition method is not applicable to a soil–structure system due to the frequency dependence of the radiation damping, it is still of interest in earthquake engineering to evaluate the fundamental frequency and the corresponding radiation damping ratio of the soil–structure system. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

托普台区块高渗透地层随钻堵漏剂配方优化          下载免费PDF全文

田建东  于培志  牟福权 《探矿工程》2015,42(7):10-13

托普台区块上部地层以砂泥岩层、砾质砂岩为主,容易发生漏点不明确、漏失段长的高渗透性漏失。通过对堵漏材料的配伍性评价及合理级配,优选出了一种适合高渗透性漏失地层的随钻堵漏剂。该堵漏剂对钻井液流变性影响小,可降低钻井液API滤失量,对沙床封堵后承压能力＞10 MPa,在TP328X井的应用表明,高强度弹性石墨颗粒复合凝胶堵漏对于高压差、高渗透漏失的工况,可以有效封堵漏层,特别适用于对于漏层不明、漏涌同层、裸眼等复杂井况。  相似文献   

A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses     

I. C. Duarte Azevedo  L. E. Vaz  E. A. Vargas 《国际地质力学数值与分析法杂志》1998,22(11):867-901

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