袋装石土工袋剪切力学特性试验研究     

樊科伟  刘斯宏  廖洁  方斌昕  王建磊 《岩土力学》2020,41(2):477-484

袋装石土工袋堆叠过程中在土工袋接触面形成的咬合和嵌固作用，对土工袋剪切力学强度和破坏形式有较大的影响。通过一系列直剪试验研究了咬合和嵌固作用的影响，试验结果表明：袋装石土工袋层间咬合和嵌固作用能够增大土工袋抗剪强度；咬合作用随着土工袋上部竖向应力的增大有所减小，而嵌固作用则有所增大；袋装石土工袋在剪切过程中会产生两种破坏形式，分别为土工袋袋体自身变形和层间滑动破坏；土工袋组合体在受到水平剪切力时会发生整体变形，随后在组合体内部产生阶梯型滑动面，滑裂面的形状随着竖向荷载的增大而有所不同，相应的抗剪强度也会随着滑动面的改变而变化。  相似文献   

青海湖盆地史前狩猎采集人群的石料利用策略研究     

申旭科  王建  姚娟婷  夏欢  王倩倩  任晓燕  Olaf Joris  张东菊 《第四纪研究》2020,(2):525-537

史前人类向青藏高原扩散的过程和适应高海拔缺氧环境的机制是多学科关注的热点科学问题.青海湖盆地是青藏高原旧石器-中石器时代遗址分布最为丰富的区域,对这些遗址出土的石制品原料的分析有助于深入理解青藏高原史前狩猎采集人群的石料开发策略、人群迁徙和交流联系.青海湖盆地151遗址出土的928件石制品的石料研究分析显示,处于末次冰消期的下文化层的石制品以近源的石英和石英岩为主要原料,而处于全新世早中期的上文化层在同类型近源石料仍占主体地位的情况下,开始出现较高比例和多样化的优质硅质石料,并且主要用于生产细石器.野外调查和查阅地质资料均未发现青海湖盆地内有151遗址中出现的同类型优质硅质石料产出,推测其来自远距离搬运.青海湖盆地内其他8个末次冰消期至全新世中期遗址的3269件石制品石料分析结果显示,与151遗址同类型的远源优质硅质石料在全新世早期开始在盆地内的遗址中出现.这一结果表明青海湖盆地末次冰消期古人类活动强度和范围有限,全新世早中期古人类受到全新世大暖期气候变好和周边地区农业人群兴起挤压活动空间的双重影响,在高原上的活动范围和强度大大增加,伴随着开始有意识地开发优质石料,较频繁地进行远距离迁移和人群交流.远源优质硅质石料的产地可能位于北祁连山区和青藏高原上的陆相火山岩区,需要未来更深入的研究揭示.该研究为深入理解青藏高原古人类的高海拔环境适应策略和移动模式提供了重要材料,为理解史前人类向高原扩散的机制提供了重要信息.  相似文献   

浙南花岗岩残积土物质结构及工程地质特性研究     

孙强  张泰丽  伍剑波  王赫生 《地质论评》2020,66(S1):163-166

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The structure,depositional style and accumulation characteristics of continental margin with diachronous breakup in the northern South China Sea     

Yunfan Zhang  Jiangyang Zhang  Lijie Wang 《International Geology Review》2020,62(7-8):1006-1018

ABSTRACT

A typical diachronous breakup developed in the South China Sea (SCS); the breakup has been unequivocally identified, and gradually decreases in age from NE to SW. To illustrate the influence of a diachronous breakup on hydrocarbon accumulation, we used seismic profiles from CNOOC, and analysed crustal extension characteristics, sedimentary style and source rock accumulation. The main conclusions are as follows: (1) Because of the diachronous breakup in the SCS, various tectonic units developed in different positions on the northern continental margin with different degrees of extension. The Pearl River Mouth Basin (PRMB) is closer to the central sea basin of the SCS and has been affected by regional tension stress for a longer time. Tectonic units of proximal domain, necking zone, and distal margin types developed, and the crust structure thinned from the land towards the sea. The Qiongdongnan Basin (QB) is closer to the Southwest Sub-basin. There are symmetrical proximal domains on the southern and northern sides of the QB, with a necking zone in the central part. It presents as an abandoned passive continental margin. (2) The PRMB exhibited rifted cells first, followed by canyon type extensional faulting and horizontal axial transportation, and then by a longitudinal shelf-slope sedimentary style. But the QB has only rifted cells and canyon type faulting stages, no longitudinal shelf-slope sedimentary stage. The major source rocks in the northern SCS become younger from east to west, and the sedimentary facies change from lacustrine facies to marine-continental transitional facies. (3) The diachronous breakup process ultimately affecting oil and gas migration and accumulation process. The PRMB is dominated by deep-water shelf break accumulation with deep-water fan reservoir bodies. The QB is dominated by canyon type accumulation with channels.  相似文献   

Enhancement of backtracking search algorithm for identifying soil parameters     

Yin-Fu Jin  Zhen-Yu Yin 《国际地质力学数值与分析法杂志》2020,44(9):1239-1261

In this paper, an enhanced backtracking search algorithm (so-called MBSA-LS) for parameter identification is proposed with two modifications: (a) modifying the mutation of original backtracking search algorithm (BSA) considering the contribution of current best individual for accelerating convergence speed and (b) novelly incorporating an efficient differential evolution (DE) as local search for improving the quality of population. The proposed MBSA-LS is first validated with better performance than the original BSA and some other typical state-of-the-art optimization algorithms on a benchmark of soil parameter identification in terms of effectiveness, efficiency, and robustness. Then, the efficiency of the MBSA-LS is further illustrated by two representative cases: identifying soil parameters from both laboratory tests and field measurements. All comparisons demonstrate that the proposed MBSA-LS algorithm can give accurate results in a short time. Finally, to conveniently solve the problems of parameter identification, a practical tool ErosOpt for parameter identification is developed by integrating the proposed MBSA-LS and some other efficient algorithms for readers to conduct the parameter identification using optimisation algorithms.  相似文献   

全二维气相色谱-电子捕获检测器测定复杂基质土壤中24种有机氯和拟除虫菊酯类农药     

时磊  孙艳艳  沈小明  吕爱娟  蔡小虎  刘娇  沈加林 《岩矿测试》2020,39(6):856-865

目前针对环境样品中有机氯和拟除虫菊酯类农药的检测方法主要有气相色谱法和气相色谱-质谱法（GC-MS），由于气相色谱法采用电子捕获检测器从而具有较高的灵敏度，在污染物的环境行为研究中得到广泛应用，GC-MS法的定性效果好，但检测灵敏度相对偏低。本文研究了2018年土壤详查江苏地区样品中有机氯农药和拟除虫菊酯的残留状况，结果显示，即使经过多次净化仍有20%的样品存在假阳性或基质干扰现象。为了提高定性准确度，同时保证检测灵敏度，实验建立了复杂基质土壤中20种有机氯农药和4种拟除虫菊酯的全二维气相色谱-电子捕获检测器检测方法，最终选择中等极性的TG-35MS为第一色谱柱，非极性的（DB-1）为第二色谱柱，将鲜样与无水硫酸钠混合均匀后，以正己烷-丙酮（1：1，V/V）为提取剂进行索氏提取，采用全二维气相色谱-电子捕获检测器进行检测，外标法定量。各物质的质量浓度均在1.0~500μg/L内与其峰面积呈线性关系，相关系数均大于0.995，检出限为0.02~0.17μg/kg。用标准加入法进行回收实验，测得回收率为80.7%~103.5%，测定值的相对标准偏差（n=6）为1.84%~10.12%。本方法将高灵敏度检测器与全二维色谱相结合，在保证检测灵敏度的同时增加了峰容量，有效去除了基质干扰。相比2018年土壤详查参考方法HJ 835—2017的检出限0.02~0.09mg/kg（全扫模式），本方法检出限显著降低，且操作简单，可为复杂基质样品中的痕量超痕量检测提供参考。  相似文献   

南海成因及其演化模式探讨          下载免费PDF全文

李学杰  王哲  姚永坚  高红芳  祝嵩  徐子英 《中国地质》2020,47(5):1310-1322

尽管南海已进行深入的调查与研究，提出多种成因模型，包括挤出模型、弧后扩张模型、古南海俯冲拖曳模型等，但因其所处构造位置特殊，周边构造环境经历了复杂的改造，所有成因模式均未能得到广泛的认可。本文从三大板块相互作用入手，结合南海实测数据，提出南海形成的弧后扩张—左旋剪切模型。认为南海是古南海往北俯冲的弧后盆地，菲律宾海板块往北漂移形成的大规模左旋走滑是南海扩张的触发因素。印度—欧亚碰撞产生中南半岛挤出主要影响西南海盆扩张方向，使得扩张轴从近东西向转为北东向。南海及邻区晚中生代以来的演化可以分为以下阶段：1）早白垩世开始澳大利亚板块往北漂移，新特提斯洋往北俯冲消亡，导致弧后扩张，形成古南海；2）晚白垩世末—始新世，古南海往北俯冲，导致弧后拉张形成陆缘裂谷；3）早渐新世，受菲律宾海板块西缘大型左旋走滑影响，在原有裂谷的基础上从东往西海底扩张，形成南海；4）渐新世末，受俯冲后撤的影响，扩张中心往南跃迁，同时受西缘断裂左旋活动的影响，扩张轴从近东西西逐步转为北东向；5）早中新世晚期，南沙地块—北巴拉望地块与卡加延脊碰撞，南海扩张停止。  相似文献   

圆筒型FPSO优化设计与水动力性能分析     

赵治民  李焱  唐友刚  何鑫  童波 《海洋工程》2020,38(1):11-19

针对圆筒型海上储油装置FPSO垂荡运动性能较差、无法安装干式井口的问题,设计了带延伸筒体与矩形阻尼结构的圆筒型FPSO,根据延伸筒体与矩形阻尼结构是否通海分为两种型式。建立水动力计算模型,比较分析不同延伸筒体和阻尼结构型式对FPSO水动力性能的影响。针对南海作业海域,设计了悬链式系泊系统,基于JONSWAP波浪谱对FPSO的运动进行时域预报,并对系泊系统进行校核。分析结果表明:通海型FPSO垂荡固有周期显著提升,可以错开南海百年一遇谱峰周期,通海型FPSO满足钻井、安装干式井口的运动响应要求,系泊系统系缆张力满足规范要求。  相似文献   

南海西北部夏冬季浮游介形类的分布及其影响因素     

廖彤晨  尹健强  李开枝  谭烨辉 《热带海洋学报》2020,39(2):77-87

海洋浮游介形类(Ostracods)是一类分布较广的小型甲壳动物, 在海洋碳循环中起重要作用。目前国内海洋浮游动物采样常使用505μm网目孔径的浮游生物网, 从而导致个体较小的介形类被忽略。文章根据2006年7—8月(夏季)和2006年12月—2007年1月(冬季)在南海西北部海域分别使用网目孔径为505μm和160μm浮游生物网采集的样品, 比较不同网目所获浮游介形类种类和丰度的差异, 分析介形类种类和丰度的分布特征, 探讨环境因素对其时空分布的影响。160μm网目采集的浮游介形类种类和丰度均高于505μm。基于160μm网目数据分析浮游介形类群落结构: 1) 鉴定浮游介形类32种, 其种数由近岸向外海递增, 等深线100m以浅海域的种数显著高于100m以深海域(p<0.01); 2) 夏季浮游介形类的丰度高于冬季, 夏季丰度高值区主要出现在雷州半岛东部和琼东近岸, 显著高于外海(p<0.05), 冬季介形类丰度分布较为均匀; 3) 优势种针刺真浮萤(Euconchoecia aculeata)是近岸高丰度的主要贡献种; 4) 介形类种数与温度和水深呈显著正相关, 丰度与叶绿素a浓度呈正相关, 而与温度和盐度呈负相关。夏季琼东沿岸上升流和粤西沿岸流有助于浮游介形类在雷州半岛和海南岛东部近岸海域形成较高的丰度, 最高达1252个·m^-3。同时, 建议今后研究浮游介形类采用网目孔径小的浮游生物网进行采集以便全面评估其群落结构特征。  相似文献   

Unified numerical study of shallow foundation on structured soft clay under unconsolidated and consolidated-undrained loadings     

Santosh Kumar Yadav  Guan-lin Ye  Usama Khalid 《Marine Georesources & Geotechnology》2020,38(4):400-416

Abstract

Based on a new elasto-plastic constitutive model, this paper presents a soil–water coupled numerical prediction of the bearing capacity for shallow foundation constructed on Ballina soft clay for unconsolidated undrained (UU) and consolidated undrained (CU) conditions. This elasto-plastic constitutive Shanghai model has an advantage of describing the mechanical behaviour of over-consolidated and structured soil under different loading and drainage conditions, by using one set of material parameter. In this paper, the Shanghai model used for both UU and CU conditions has the same initial parameters obtained from laboratory test results. The loading conditions and consolidation stages vary based on construction details. The predicted bearing pressure-settlement responses for UU and CU, approves the field observation. The phenomenon of gaining the bearing capacity due to consolidation is captured and explained by the use of soil–water coupled numerical analysis with a new elasto-plastic model. The stress strain behaviour, stress paths and the decay of the structure of elements at different depths presented in this study, reveal the mechanism for the difference between UU and CU conditions to understand the foundation behaviour. Effect of the initial degree of soil structure on the bearing capacity is also addressed. Overall, this approach provides the integrated solution for the shallow foundation design problems under short and long-term loadings.  相似文献