走滑断层地震地表破裂带分布影响因素数值模拟研究——以1973年炉霍MS7.6地震为例

地震后在断层两侧的强变形与破裂带是地震灾害最严重的区域.为系统、定量研究同震地表变形带特征及其影响因素,本研究建立了走滑断层的三维有限元模型,分别探讨了断层位错量、断层倾角、错动方式、上覆松散层厚度、沉积层土性等因素的影响规律.模拟结果显示：走滑断层同震地表变形表现为以断层为中心的近似对称单峰分布,强地表变形集中在断层两侧各50 m宽度范围,地表变形量峰值随位错量增加而增大,破裂带宽度也随位错量增加而增大,但增量逐渐减小,并趋于一个渐近值;断层倾角对地表变形与破裂带宽度影响表现为随倾角减小变形量峰值点向上盘小距离偏移;走滑兼正断位错引起的变形量峰值最大,但地表破裂带宽度最小,走滑兼逆断引起的变形量峰值最小,但地表破裂带宽度最大,直立纯走滑断层的两参量都居中;走滑断层地表变形量峰值随上覆松散层厚度增大而减小,但随厚度减小的速率逐渐变小,松散层厚度从5 m增加到20 m时,破裂带宽度随厚度增加而缓慢增加,但自厚度大于20 m时,破裂带宽度开始随厚度增加而逐渐下降;当不同土性覆盖层（粗砂、粉砂、黏土）厚度相同时,地震引起的地表变形量峰值自粗砂、粉砂、黏土逐次增大,当粗砂厚度为60 m以上时,3.6 m的同震水平位错已不能形成地表破裂,而粉砂的厚度为70 m以上,黏土的厚度则为75 m以上.     

城郊"水土流失带"的结构、特征与治理模式研究

从生态学和地理学的角度提出“水土流失带”的概念,及其在城市边缘地区的分布,剖析了它的空间结构,物质组成结构,指出其域界范围,宽度、“环状”;分布,垂直结构特征及物质组成结构的多元性。     

Indicators and impact analysis of sediment from the Changjiang Estuary and East China Sea to the Hangzhou Bay

Based on the historical evolution of the Hangzhou Bay, by making use of the conclusions made by the previous research workers and the integration of concrete data, five distinct impact indicators of the sediment from the Changjiang Estuary and the East China Sea to the Hangzhou Bay are summarized. Numerical calculation and analysis indicate that the scouring and deposition of seabed in the Hangzhou Bay are subject to the direct impact of the evolution of the Changjiang Estuary, and the growth and decline and the direction of the sandy bar at Nanhuizui give traces to the sediment transport between the Changjiang Estuary and the Hangzhou Bay. The transport of sediment from the Changjiang Estuary to the Hangzhou Bay occurs mainly in winter and spring seasons and the increase of the Changjiang River runoff and the decrease of sediment charge have caused scouring in the northern coast of the Hangzhou Bay and the seabed erosion along the frontal margin of the Changjiang River Delta.     

机载激光雷达技术在水利水电工程中的应用

本文简要介绍了机载激光雷达技术的特点,并结合我国西部某水电工程测绘项目的实际应用情况,介绍了该项技术在困难地区进行测绘信息采集中的特殊的应用价值。     

河北省1∶50 000沙流河幅第四系钻孔数据库

河北省1∶50 000沙流河幅是京津冀平原地区地质调查的重点图幅之一,晚新生代地层是图幅的主要调查对象,第四系钻孔数据库是地质调查核心成果的体现。本次工作利用钻孔施工和测试成果数据,结合收集的钻孔资料,建立了第四系钻孔数据库,主要包括1个钻孔基本信息图层、5个钻孔编录数据库、5个钻孔设计数据库及5张钻孔柱状图。本文从数据来源、数据处理方法、数据属性结构及数据质量控制等方面进行了归纳总结,以呈现基于数字地质调查系统的第四系钻孔数据库成果和建库实例。本数据库为唐山地区城市三维地质模型的建立提供了基础数据,服务于京津冀协同发展,同时也为平原区地质调查中钻孔数据的处理及建库提供了参考。     

大凌河河口地区中更新世晚期以来沉积环境演化

大凌河河口地区LZK06孔40m以浅岩心的沉积学、古生物学和年代学等综合研究以及该地区LZK02- 04钻孔资料,揭示了研究区中更新世晚期以来经历了两次海侵- 海退旋回,依次形成了中更新世晚期湖相/河流相 SymbolnB@ 晚更新世海相- 湖相/河流相 SymbolnB@ 全新世海相- 河流相地层。全新世早中期由于物源供给很少,研究区处于长达约10ka的饥饿滞留相沉积环境,平均沉积速率仅约0. 02~0. 05cm/a。全新世晚期约1500a cal BP以来,由于人类活动导致水土流失,河流输砂量增加,研究区开始了快速加积过程,平均沉积速率约0. 9~1. 2cm/a,下辽河平原被快速充填,开始成陆。与全球海面变化时空分布特征的对比,推断辽东湾的第II海相层发育于MIS 5- MIS 3早期,第I海相层发育于MIS 1阶段高海面时期。晚更新世以来频繁的海面升降是辽东湾泥质海岸带地层和环境演化的主要控制因素。     

与时俱进勇于创新积极稳妥地推进土地登记代理工作

土地登记代理是土地市场中介服务内容的一部分,是土地市场发展的产物。土地登记政策性强,法定程序严密,权利人自己办理,往往因不了解相关政策法规和缺乏经验而大费周折,也给土地登记部门增加了压力和行政成本。再基于土地使用权变更频繁的新形势,土地登记代理应运而生。淄博市与时俱进,勇于创新,积极稳妥地推进土地登记代理工作,促进了土地市场的健康发展。     

西昌市泸山地区典型火后泥石流特征与成因机制研究——以响水沟左岸3#支沟为例

2020年3月30日,四川省凉山州西昌市经久乡发生森林大火,山火燃烧后形成的山火灰和烧焦土体在强降雨作用下极易启动形成泥石流,给西昌市泸山、琼海景区生态环境及当地百姓生命财产安全带来潜在地质灾害风险。以西昌市安哈镇响水沟左岸3^#支沟为例,采用野外调查、无人机航拍、地球物理探测、现场及室内实验等手段,对2020年5月1日该沟发生的火后泥石流流体特征、动力学参数及成因机制等开展研究,系统分析了山火及降雨过程对该次火后泥石流形成的影响机制。该成果可为系统认识西昌泸山“3·30”山火地区火后泥石流的运动特征、物源规模、激发雨量及其发展趋势研判提供科学参考。     

Near-surface soil stabilization by enzyme-induced carbonate precipitation for fugitive dust suppression

Acta Geotechnica - To resolve the environmental and sustainability issues from fugitive dust emission and conventional mitigation methods, multiple experiments were conducted to evaluate the...     

A two-surface thermomechanical plasticity model considering thermal cyclic behavior

In thermal-related engineering such as thermal energy structures and nuclear waste disposal, it is essential to well understand volume change and excess pore water pressure buildup of soils under thermal cycles. However, most existing thermo-mechanical models can merely simulate one heating–cooling cycle and fail in capturing accumulation phenomenon due to multiple thermal cycles. In this study, a two-surface elasto-plastic model considering thermal cyclic behavior is proposed. This model is based on the bounding surface plasticity and progressive plasticity by introducing two yield surfaces and two loading yield limits. A dependency law is proposed by linking two loading yield limits with a thermal accumulation parameter n_c, allowing the thermal cyclic behavior to be taken into account. Parameter n_c controls the evolution rate of the inner loading yield limit approaching the loading yield limit following a thermal loading path. By extending the thermo-hydro-mechanical equations into the elastic–plastic state, the excess pore water pressure buildup of soil due to thermal cycles is also accounted. Then, thermal cycle tests on four fine-grained soils (natural Boom clay, Geneva clay, Bonny silt, and reconstituted Pontida clay) under different OCRs and stresses are simulated and compared. The results show that the proposed model can well describe both strain accumulation phenomenon and excess pore water pressure buildup of fine-grained soils under the effect of thermal cycles.