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81.
82.
Sheng Hua Tan Shi Wei Wong Du Jia Chin Min Lee Lee Ying Hui Ong Siaw Yah Chong Azman Kassim 《Environmental Earth Sciences》2018,77(16):589
Rainfall-induced landslide is a common geohazard in tropical and humid regions. Capillary barrier system (CBS) is a popular and widely studied mitigating measure for rainfall-induced landslides. However, several previous studies have shown that the performance of the conventional CBS under intense rainfalls has not been particularly convincing. This paper aims to explore the feasibility and effectiveness of a newly proposed system, known as “biomediated capillary barrier system” (B-CBS) in minimizing water infiltration into soil. A one-dimensional soil column was used to investigate the infiltration characteristics of the proposed system. The results showed that the B-CBS of biomediated residual soil overlying original residual soil (Test IV) could effectively control the infiltration into soil by taking advantage of the less-permeable biomediated soil cover. The B-CBS of biomediated residual soil overlying gravelly sand (Test V) and the three-layered B-CBS of fine sand overlying gravelly sand and biomediated residual soil (Test VI) showed the best performance in terms of minimizing the water infiltration. A suction of about 5 kPa still remained in the soil column after 60 min of infiltration from the ponded water on the soil surface. 相似文献
83.
Su Li Cui Jia Ding Wang Xiao Dong Wang Yan Feng Du Xue Pan Wang 《Arabian Journal of Geosciences》2018,11(17):521
In this study, the effects of cement kiln dust (CKD) on the swelling properties, strength properties, and microstructures of CKD-stabilized expansive soil were investigated. Samples were prepared and stabilized with different CKD content ratios, ranging from 0 to 18% by dry mass. The results obtained show that the maximum swelling pressures decrease exponentially with increases in CKD content. Both the cohesion and unconfined compressive strength (UCS) increase at ratios below 10% CKD and then decrease slightly, above that ratio. CKD can also improve the strength of saturated, expansive soil. There is no visible change of UCS for soil without CKD when cured, while the UCS of a sample with 10% CKD content after curing for 90 days is higher than that after curing for only 1 day. This indicates that CKD can improve the long-term strength of expansive soil. Finally, microstructure analysis reveals that the addition of CKD reduces the montmorillonite content of expansive soil and decreases its swelling properties. The addition of CKD also changes the pore volume distribution, both the size and amount of macro-pores and micro-pores decrease with increase in CKD content. For saturated samples, the size of macro-pores is obviously reduced, while that of micro-pores is slightly increased for both treated and untreated soils. Hydration and saturation processes make the soil structure become dispersive which results in a lower strength, and adding CKD can restrain this process. The suggested optimal CKD content is between 10 and 14% and with a curing time of more than 27 days. 相似文献
84.
Chaojun Jia Weiya Xu Huanling Wang Wei Wang Jun Yu Zhinan Lin 《Environmental Earth Sciences》2018,77(6):245
The seepage evolution behavior of compact rock is significant for the stability and safety of many engineering applications. In this research, both hydrostatic and triaxial compression tests were conducted on compact sandstone using an inert gas, namely argon. A triaxial compression test with a water permeability measurement was carried out to study the difference between the gas permeability and water permeability evolutions during the complete stress–strain process. Based on the experimental data, the hydrostatic stress-dependent gas permeability was discussed firstly. A second-order function was proposed to predict and explain the gas slippage effect. The mechanical properties and crack development of the sandstone samples were discussed to better understand the permeability evolution with crack growth during the complete stress–strain process. The results show that the gas permeability evolution can be divided into five stages according to the different crack growth stages. Then, the permeability changes in the crack closure stress \( \sigma_{\text{cc}} \), crack initiation stress \( \sigma_{\text{ci}} \), crack damage stress \( \sigma_{\text{cd}} \) and peak stress \( \sigma_{\text{p}} \) with confining pressures were analyzed. Finally, we found that the difference between the corrected gas permeability and water permeability can be attributed to the interaction between the water and sandstone grains. 相似文献
85.
正The 2017 Geoscience Frontiers Annual Convention was held in Beijing,China during October 19-21,2017 hosted by China University of Geosciences,Beijing(Fig.1).This convention assembled earth scientists from seven countries,including Australia(Dr.Christopher Spencer and Dr.Stijn Glorie),Korea(Dr.S.Kwon),India(Dr.Shaji Erath),Japan(Dr.Toshiaki Tsunogae and Dr.Masaki Yoshida),Russia(Dr.Inna Safonova),UK(Dr.Nick Roberts),China,and also 相似文献
86.
现有研究表明美国退出《巴黎协定》将会在2025年导致其国内排放增加约1.2 Gt CO2-eq,然而美国退出《巴黎协定》对全球气候治理的影响不仅限于此,还包括资金效应、政治效应,以及惯性效应等对全球排放的间接和长期影响。本文通过构建体现不同效应的全球温室气体排放情景,分析了美国退出《巴黎协定》后对全球温室气体排放可能造成的不同影响。结果表明,美国退出《巴黎协定》的自身效应、资金效应、对伞形国家的政治效应和对发展中国家的政治效应,将分别导致全球2030年的年温室气体净排放量(扣除碳汇吸收量后的温室气体排放量)上升2.0、1.0、1.0和1.9 Gt CO2-eq,并导致全球2015—2100年的累计排放量分别上升246.9、145.3、102.0和270.2 Gt CO2-eq。为防止美国退出《巴黎协定》的不利影响进一步扩大,中国应积极引领全球气候治理制度的建设与发展,与各国紧密合作全面平衡地推进《巴黎协定》的落实和实施。 相似文献
87.
利用气候观测数据分析表明,近60a来,百色出现了与全球气候变化背景一致的增暖变化,主要变化特征有:气温明显升高,年降水日数减少,冬季降水量增多,年日照时数减少;高温和干旱频率高,20世纪90年代以来暴雨日数偏多。与广西平均气候变化状况相比,百色的气候变化程度风险低于广西平均水平。预估到本世纪中期,百色气温仍将缓慢升高,干旱和强降水的强度可能加剧。建议科学规划,统筹协调,科学评估城市气候承载力,开展城市适应气候变化风险管理,提升生态气候环境监测及自然灾害预警应急能力,建设生态气候宜居城市。 相似文献
88.
使用常规观测资料、FY-2G卫星及1°×1°的NCEP再分析资料,对2017年7月6—7日内蒙古东南部地区一次冷涡暴雨天气过程进行分析。结果表明:在稳定的"一槽一脊"型环流背景下,阻塞高压稳定维持,西风槽东移受阻移动缓慢,加深为涡,暴雨发生在冷涡发展加强阶段;低空急流建立,一方面形成偏南水汽输送,为暴雨提供源源不断的水汽,水汽收支主要集中在700 hPa以下,暴雨发生前水汽净收入明显增大,南、北边界水汽贡献率大;另一方面,偏南暖湿气流的输送使不稳定层结建立,能量在暴雨区积聚,偏南低空急流与高空急流耦合,又为暴雨发生提供了动力条件;暴雨发生前后湿度场变化显著,大气可降水量最大达到55—60 kg·m-2,且暴雨发生前增幅显著,增幅近2倍。暴雨区700 hPa (850 hPa)上比湿不低于7 g·kg-1(12 g·kg-1),强降水出现在水汽图上白亮区断裂消失后,高层比湿峰值附近和相当黑体温度<230 K为强降水高发区。 相似文献
89.
大兴安岭中南段上二叠统林西组发育厚层的暗色泥页岩,是区域上重要的上古生界生烃层系之一。阿鲁科尔沁旗陶海营子剖面是林西组的典型剖面之一,本文以该剖面为研究对象,对取自该剖面林西组的10件砂、泥岩样品进行主量元素、微量元素和稀土元素测试分析。剖面样品元素分析和物源判别函数(F1-F2)、Ni-TiO2、La/Th-Hf图解判别结果表明,陶海营子剖面林西组沉积物来源多样,主要来源于上地壳长英质火成物源区和石英岩沉积物源区,还有少量来自中、基性岩火成物源区。剖面样品微量元素PAAS(后太古庙澳大利亚页岩)标准化蛛网图、稀土元素球粒陨石标准化配分模式图、K2O/Na2O-SiO2、Zr/Th、TiO2-(TFe2O3+MgO)图解、物源构造背景判别函数(F1-F2)''的分析判别和剖面样品与不同构造环境砂岩地球化学参数对比结果表明,陶海营子剖面林西组物源构造背景具有被动大陆边缘、活动大陆边缘和大陆岛弧特征,构造背景较复杂。综合分析可知,陶海营子剖面林西组物源主要为被动大陆边缘背景下的火成岩、石英质沉积岩,以及活动大陆边缘和大陆岛弧背景下的火成岩。结合前人相关研究成果,推测兴蒙造山带内伸展作用背景下的晚石炭世-二叠纪岩浆型被动陆缘沉积建造和与俯冲背景有关的古生代弧岩浆岩应该是陶海营子剖面林西组的主要物源。 相似文献
90.
内蒙古狼山地区早石炭世角闪辉长岩、花岗闪长岩的岩石成因及构造意义 总被引:2,自引:0,他引:2
内蒙古狼山山脉西侧分布有大面积的晚古生代岩浆岩,时代集中在早石炭世—晚二叠世,早石炭世角闪辉长岩、花岗闪长岩体出露于潮格温都尔镇西侧。角闪辉长岩体呈岩滴状产出,被花岗闪长岩体侵入,LA-ICP-MS锆石U-Pb年龄显示,角闪辉长岩的~(206)Pb/~(238)U加权平均年龄为329.0±2.3 Ma,花岗闪长岩的~(206)Pb/~(238)U加权平均年龄为331.1±0.9 Ma~330.0±4.2 Ma。花岗闪长岩暗色矿物以角闪石为主,富钠(Na2O=3.48%~4.46%),高钠钾比值(Na2O/K2O=1.03~2.39),钙碱性系列,P2O5-SiO_2之间存在较好的负相关性,岩石地球化学特征具Ⅰ型花岗岩的特点。Hf同位素及元素地球化学特征指示了角闪辉长岩及花岗闪长岩均来自于受地壳混染的亏损地幔,为同源岩浆演化的产物。角闪辉长岩及花岗闪长岩稀土元素配分型式一致,均为轻稀土元素富集,重稀土元素亏损,具弱的负Eu异常;角闪辉长岩富集Ba、Sr,亏损Nb、Ta、Zr、Hf;花岗闪长岩富集大离子亲石元素Rb、K、Pb、Sr,不同程度地亏损高场强元素Nb、Ta、P、Ti,总体反映了岩浆弧的地球化学特征。结合区域地质背景,早石炭世狼山地区侵入岩岩石组合为角闪辉长岩(闪长岩)+石英闪长岩+花岗闪长岩,认为狼山地区早石炭世处于大陆边缘弧构造背景。 相似文献