Quarterly Journal of Engineering Geology and Hydrogeology最新文献_第9页

Geological mapping by thermal inertia derived from long-term maximum and minimum temperatures of ASTER data 根据ASTER数据的长期最高和最低温度得出的热惯性地质测绘

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-26 DOI: 10.1144/qjegh2022-050

Yukie Asano, Y. Yamaguchi, S. Kodama

{"title":"Geological mapping by thermal inertia derived from long-term maximum and minimum temperatures of ASTER data","authors":"Yukie Asano, Y. Yamaguchi, S. Kodama","doi":"10.1144/qjegh2022-050","DOIUrl":"https://doi.org/10.1144/qjegh2022-050","url":null,"abstract":"Thermal inertia is a geophysical quantity used to characterize geological features. Apparent Thermal Inertia (ATI) is an alternative quantity to be derived from remotely sensed data. Calculation of the conventional ATI requires acquisition of a pair of daytime and night-time images taken within a short time interval that is often difficult to fulfill by satellite remote sensing due to orbit constraints. In this study, we proposed Long-term ATI (LATI) as a new alternative ATI by taking advantage of the large ASTER data archive.\u0000 Using the Cuprite area, Nevada, U.S., as a test site, ATI was calculated using an ASTER data pair obtained within 2 days. LATI was also calculated using a much further separated ASTER data pair; daytime on 5 August 2000 and night-time on 12 January 2012. These dates were chosen to represent the maximum and minimum yearly surface temperatures. There was a strong positive correlation between ATI and LATI. We can conclude that LATI is useful and superior to the conventional ATI, because the maximum and minimum land surface temperatures tend to converge on certain values and can be used to characterize surface geological features with minimal effects from temporal atmospheric and environmental conditions.\u0000 \u0000 Thematic collection:\u0000 This article is part of the Remote sensing for site investigations on Earth and other planets collection available at:\u0000 https://www.lyellcollection.org/topic/collections/remote-sensing-for-site-investigations-on-earth-and-other-planets\u0000","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46045582","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Monitoring ground movement at Volcán de Colima, Mexico, using Sentinel-1 data and SqueeSAR ® 使用Sentinel-1数据和SqueeSAR®监测墨西哥Volcán de Colima的地面运动

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-16 DOI: 10.1144/qjegh2022-047

P. Mason, C. Bischoff, G. Hughes, C. Petrone, N. Varley, G. Nicholas, A. Ferretti

{"title":"Monitoring ground movement at Volcán de Colima, Mexico, using Sentinel-1 data and SqueeSAR\u0000 ®","authors":"P. Mason, C. Bischoff, G. Hughes, C. Petrone, N. Varley, G. Nicholas, A. Ferretti","doi":"10.1144/qjegh2022-047","DOIUrl":"https://doi.org/10.1144/qjegh2022-047","url":null,"abstract":"\u0000 Volcán de Colima is a highly active stratovolcano in western Mexico which presents a significant hazard to over 300,000 people who live within\u0000 ca\u0000 40 km of the volcano. Due to its persistent activity, the volcano is actively monitored and researched, and understanding the patterns of behaviour is vital to accurate hazard assessment.\u0000 \u0000 \u0000 Sentinel-1 SAR images from ascending and descending orbits allow 1D and 2D ground motions to be retrieved using multi-interferogram techniques. SqueeSAR\u0000 ®\u0000 ’s unique processing allows a better characterisation of subtle ground movements in remote, rural mountainous areas compared to many other multi-interferogram techniques. A dataset of 147 SAR scenes (2017-2019) has been processed to show patterns of lava subsidence (<150 mm of downward vertical deformation over 2 years), as well as volcano deflation and apparent westward lateral movement. These data indicate that viscous andesitic lava flows may remain mobile for years following eruption and emplacement, and that the entire volcanic edifice is subsiding.\u0000 \u0000 Despite the apparent quiescence, volcanic edifices can remain highly dynamic after the termination of explosive or effusive activity. We interpret that the western flank of Volcán de Colima may become steeper with time and may be of long-term concern for hazard assessment activities.\u0000 \u0000 Thematic collection:\u0000 This article is part of the Remote sensing for site investigations on Earth and other planets collection available at:\u0000 https://www.lyellcollection.org/topic/collections/remote-sensing-for-site-investigations-on-earth-and-other-planets\u0000","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46619481","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Discussion on ‘Review of groundwater flow and contaminant transport modelling approaches for the Sherwood Sandstone aquifer, UK; insights from analogous successions worldwide’ by G. Medici and L.J. West 2022 (QJEGH, 55, qjegh2021-176) 英国Sherwood砂岩含水层地下水流动和污染物运移模拟方法综述G. Medici和L.J. West对全球类似演替的见解2022 (QJEGH, 55, qjegh2021-176)

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-13 DOI: 10.1144/qjegh2022-082

M. Shepley

引用次数: 0

Stability analysis before and after support of a multi-stage structural surfaces landslide mass 多级结构面滑坡体支护前后的稳定性分析

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-07 DOI: 10.1144/qjegh2022-040

Yusong Xue, Shu-yun Zhu

{"title":"Stability analysis before and after support of a multi-stage structural surfaces landslide mass","authors":"Yusong Xue, Shu-yun Zhu","doi":"10.1144/qjegh2022-040","DOIUrl":"https://doi.org/10.1144/qjegh2022-040","url":null,"abstract":"\u0000 A typical multi-stage structural surfaces landslide mass is located in Sichuan Province, Southwest China, is used as the research object. Based on the site survey and related data collection and analysis, the topography, geomorphology, stratigraphic lithology, and geological structure of the study area were identified, and the engineering geological conditions and signs of deformation and damage of the landslide mass were analyzed and studied. The stability characteristics of four different levels of structural sliding surfaces on the main section of the landslide mass under natural condition, condition of rainstorm, and condition of earthquake were comprehensively analyzed using the transfer coefficient method and Geo5 geotechnical analysis software. The results show that the stability of the four sliding surfaces (\u0000 ab, bc, ad\u0000 , and\u0000 ae\u0000 ) of the landslide mass is basically stable, basically stable, stable, and stable under natural condition; basically stable, less stable, stable, and stable under condition of earthquake; and less stable, unstable, stable, and stable under condition of rainstorm. It is found that the stability of the above two slip surfaces is relatively poor. Then, the anchor support design was chosen to reinforce the landslide mass, and the stability of the supported landslide mass was verified by Geo5 software.\u0000","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44932269","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Soft clay engineering and ground improvement, by J. Ameratunga, N. Sivakugan and B. M. Das, CRC Press, 2021, £64.99, e-book, 480 pp., ISBN 9780429455544

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-06 DOI: 10.1144/qjegh2022-083

U. Lawrence

引用次数: 0

Mechanical response and deterioration mechanism of sandstone with intermittent joints under drying-saturation circulation 干饱和循环下断续节理砂岩的力学响应及劣化机理

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-06 DOI: 10.1144/qjegh2021-172

Guangbo Chen, Yuan Li, Tan Li, Guo-jie Zhang

{"title":"Mechanical response and deterioration mechanism of sandstone with intermittent joints under drying-saturation circulation","authors":"Guangbo Chen, Yuan Li, Tan Li, Guo-jie Zhang","doi":"10.1144/qjegh2021-172","DOIUrl":"https://doi.org/10.1144/qjegh2021-172","url":null,"abstract":"A drying-saturation cyclic water-rock interaction test simulating the periodic fluctuation process of reservoir water level was designed. The results show that: (1) With the increase of the number of cycles, the compressive strength of sandstone joint gradually decreases. The compressive strength of the first four cycles decreases rapidly and the deterioration effect is obvious. As the joint dip angle increases, the compressive strength of the sandstone joint showing a U-shaped distribution. (2) With the increase of the number of cycles, the elastic modulus of the sandstone joint gradually decreases. With the increase of the joint inclination angle, the elastic modulus showing a \"V-shaped\" change trend. (3) With the increase of the number of cycles, the brittleness of the sample is obviously weakened, showing the characteristics of looseness and weakness. With the increase of joint inclination, the failure mode of the sample gradually changes from tensile failure to tensile shear failure to tensile failure. (4) The mechanical properties of intermittent sandstone joint under the action of circulating water-rock have obvious deterioration effects, which are the result of physical, chemical, and mechanical actions occurring inside the sandstone joint.","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46490382","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Geological Characterisation and Failure Analysis of a Catastrophic Landslide in Volcaniclastic Soils – the Banjarnegara–Jemblung Landslide (Indonesia) 火山碎屑土中灾难性滑坡的地质特征和失效分析——Bangarnegara–Jemblung滑坡（印度尼西亚）

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-06 DOI: 10.1144/qjegh2021-157

I. P. K. Wijaya, W. Straka, M. Mergili, F. Ottner, K. Wriessnig, R. Arndt, Pia Andreatta, C. Zangerl

{"title":"Geological Characterisation and Failure Analysis of a Catastrophic Landslide in Volcaniclastic Soils – the Banjarnegara–Jemblung Landslide (Indonesia)","authors":"I. P. K. Wijaya, W. Straka, M. Mergili, F. Ottner, K. Wriessnig, R. Arndt, Pia Andreatta, C. Zangerl","doi":"10.1144/qjegh2021-157","DOIUrl":"https://doi.org/10.1144/qjegh2021-157","url":null,"abstract":"The Banjarnegara–Jemblung Landslide was triggered on December 12th 2014 near the village of Jemblung in Central Java (Indonesia). The disaster occurred on the northern slope of Mount Gunung Telagalele and caused more than 100 fatalities, leading to the most disastrous landslide in Indonesia during the last decades. The event is characterized by multiple slope failures forming two landslide events A and B, with two connected scarps but two separated runout paths. According to eyewitnesses, landslide A was mobilized only a few minutes after the initial failure of B. Initially, both landslides began as earth slides which subsequently developed into very to extremely rapid earth flows. Although the failure volume was moderate, both slide-flows reached very high velocities of several m/s and long travel distances, leading to remarkable low travel angles of 14 and 15°. Field investigations confirm that slope failure was favoured by geological predisposition based on a slope-parallel layering of volcaniclastic sediments of different origin and age, as well as intensive tropical weathering generating clay-rich soils. Temporal relationships as well as stability analysis indicate that antecedent rainfall over two months and heavy rainfall the day before was triggering the slope failure.\u0000 \u0000 Thematic collection:\u0000 This article is part of the Leading to innovative engineering geology practices collection available at:\u0000 https://www.lyellcollection.org/topic/collections/leading-to-innovative-engineering-geology-practices\u0000","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49397662","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Novel approach to predict the spatial distributions of hydraulic conductivity of rock mass using convolutional neural networks 利用卷积神经网络预测岩体水力导率空间分布的新方法

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-09-06 DOI: 10.1144/qjegh2021-169

M. He, Jiapei Zhou, Panfeng Li, B. Yang, Haoteng Wang, Jing Wang

{"title":"Novel approach to predict the spatial distributions of hydraulic conductivity of rock mass using convolutional neural networks","authors":"M. He, Jiapei Zhou, Panfeng Li, B. Yang, Haoteng Wang, Jing Wang","doi":"10.1144/qjegh2021-169","DOIUrl":"https://doi.org/10.1144/qjegh2021-169","url":null,"abstract":"Characterizing the spatial distributions of hydraulic conductivity of rock mass is important in geoscience and engineering disciplines. In this paper, the architecture of CNN is proposed to predict the spatial distributions of hydraulic conductivity based on limited geologic factors. The performance of CNN model is evaluated using the new data of hydraulic conductivity. A comparative study with the empirical method is performed to validate the reliability of CNN model. The effect of weathering and unloading on the spatial distributions of hydraulic conductivity is studied using the CNN model. The result shows that the hydraulic conductivity predicted by CNN model is within the error range of 5% compared to the Lugeon borehole tests. The predictive accuracy of the CNN method is higher than the estimations of the empirical relations. The spatial distributions of hydraulic conductivity versus depth can be divided into three stages. At first stage, the hydraulic conductivity is slightly reduced with the increasing of depth. Increasing to the depth range of 300-600 m (second stage), the hydraulic conductivity is slightly reduced as a function of lower weathering degree. At last stage, the hydraulic conductivity is not changed by the weathering, and converge to a constant with the depth increasing.","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":" ","pages":""},"PeriodicalIF":1.4,"publicationDate":"2022-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48775419","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3

Estimation of Rock Mass Deformability Based on Empirical Relations in Ghezel Ozan Dam Site in the North of Iran 基于经验关系的伊朗北部格泽勒奥赞坝址岩体变形能力估算

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-08-12 DOI: 10.1144/qjegh2021-138

Ehsan Motamed-Shariati, Mehdi Motevalizadeh, E. S. Teshnizi

引用次数: 0

High-resolution 3D geological modelling of heterogeneity in poorly exposed glacial deposits using sedimentary and glaciotectonic architectural element analysis: A case example from Sellafield in West Cumbria, UK 使用沉积和冰川构造元素分析对暴露不良的冰川沉积物的非均质性进行高分辨率三维地质建模：以英国西坎布里亚郡塞拉菲尔德为例

IF 1.4 4区工程技术

Quarterly Journal of Engineering Geology and Hydrogeology Pub Date : 2022-08-09 DOI: 10.1144/qjegh2022-022

Nicholas T Smith, J. Merritt, E. Phillips

引用次数: 1