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观音岩水电站左岸坝段溶蚀区固结灌浆生产性试验 被引量:1
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作者 冷涛 石炜栋 《南水北调与水利科技》 CAS CSCD 北大核心 2016年第A01期88-89,132,共3页
观音岩水电站是会沙江中游河段的一座一等大(1)型水利工程,该电站左岸混凝土坝段坝基地质条件复杂,溶蚀现象发育,通过固结灌浆生产性试验,经过加密灌浆孔距,使灌浆孔问排距在1.25m左右后,检查孔平均透水率降至1.3Lu以下,压水... 观音岩水电站是会沙江中游河段的一座一等大(1)型水利工程,该电站左岸混凝土坝段坝基地质条件复杂,溶蚀现象发育,通过固结灌浆生产性试验,经过加密灌浆孔距,使灌浆孔问排距在1.25m左右后,检查孔平均透水率降至1.3Lu以下,压水检查孔段全部合格。重点介绍循环式灌浆方法N序和O序灌浆孔施工顺序,确定合理的灌浆施工参数和施工工艺措施,并对物探孔灌浆前后声波检测情况进行了系统分析,可供同类水电站参考和借鉴。 展开更多
关键词 溶蚀区 固结灌浆 孔距优化 成果分析 观音岩水电站
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乌东德水电站左岸高边坡溶蚀区预应力锚索施工技术 被引量:5
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作者 刘海勃 张子艳 《西北水电》 2020年第4期82-85,共4页
乌东德水电站左右岸边坡开挖施工过程中揭露的地质情况复杂,溶蚀区发育,传统的预应力锚索施工技术已不能满足正常施工要求。为提高工程施工质量、保证工程施工工期、节约施工成本,针对现场实际地质情况,首先通过探索性试验,对预应力锚... 乌东德水电站左右岸边坡开挖施工过程中揭露的地质情况复杂,溶蚀区发育,传统的预应力锚索施工技术已不能满足正常施工要求。为提高工程施工质量、保证工程施工工期、节约施工成本,针对现场实际地质情况,首先通过探索性试验,对预应力锚索施工的造孔工艺、压水检测方法、锚索编制的施工工艺进行改进,取得了良好的结果。改进的预应力锚索施工工艺随后在左右岸高边坡不良地质段进行大面积应用,保证了施工质量和施工工期,为以后类似工程应用提供了借鉴经验。 展开更多
关键词 锚索 溶蚀区 施工质量 造孔工艺 检测方法
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乌东德水电站左岸进水口边坡溶蚀区锚索施工技术 被引量:2
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作者 李哲朋 李伟希 《葛洲坝集团科技》 2016年第4期8-11,共4页
乌东德水电站左岸地下电站进水口边坡支护施工过程中,遇到溶洞、溶蚀裂隙、夹层等地质问题,锚索造孔、成孔困难,注水检查不合格,致使施工进展缓慢,严重制约工期。为此,针对锚索造孔过程中遇到的各类问题进行专门研究,并在现场试... 乌东德水电站左岸地下电站进水口边坡支护施工过程中,遇到溶洞、溶蚀裂隙、夹层等地质问题,锚索造孔、成孔困难,注水检查不合格,致使施工进展缓慢,严重制约工期。为此,针对锚索造孔过程中遇到的各类问题进行专门研究,并在现场试验的基础上,采取跟管法造孔、膏浆固壁、“布袋法”锚索等技术措施,有效地解决了施工中的技术难题,确保了工程施工质量和进度。 展开更多
关键词 溶蚀区 锚索施工 跟管造孔 布袋法锚索 膏浆固壁 乌东德水电站
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光照水电站左岸612m高程灌浆隧洞溶蚀区灌浆处理 被引量:1
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作者 吉子为 《贵州水力发电》 2008年第5期57-59,共3页
光照水电站防渗帷幕灌浆分为5个不同的高程,即分为560,612,658,702,750.5 m高程灌浆隧洞,本文主要介绍612 m高程灌浆隧洞溶蚀区帷幕灌浆处理施工情况,并对灌浆处理情况进行了简要分析。
关键词 水利水电工程施工 帷幕灌浆 溶蚀区 灌浆处理 光照水电站
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观音岩水电站左岸坝段溶蚀区固结灌浆生产性试验及成果分析
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作者 冷涛 石炜栋 《湖北水利水电职业技术学院学报》 2017年第4期48-50,共3页
观音岩水电站是金沙江中游河段的一座Ⅰ等大(1)型水利工程,该电站左岸混凝土坝段坝基地质条件复杂,溶蚀现象发育,通过固结灌浆生产性试验,经过加密灌浆孔距,使灌浆孔间排距在1.25米左右后,检查孔平均透水率降至1.3 Lu以下,压水检查孔段... 观音岩水电站是金沙江中游河段的一座Ⅰ等大(1)型水利工程,该电站左岸混凝土坝段坝基地质条件复杂,溶蚀现象发育,通过固结灌浆生产性试验,经过加密灌浆孔距,使灌浆孔间排距在1.25米左右后,检查孔平均透水率降至1.3 Lu以下,压水检查孔段全部合格。本文重点介绍了循环式灌浆方法Ⅰ序和Ⅱ序灌浆孔施工顺序,确定合理的灌浆施工参数和施工工艺措施,并对物探孔灌浆前后声波检测情况进行了系统分析,可供同类水电站参考和借鉴。 展开更多
关键词 溶蚀区 固结灌浆 孔距优化 成果分析 观音岩水电站
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溶蚀洼地岩溶塌陷区钻孔桩施工技术探讨
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作者 张勇 《科技资讯》 2006年第5期86-88,共3页
黔桂铁路贵州段站前2标峰洞四线大桥位于峰洞车站内,是为穿越车站内溶蚀洼地岩溶塌陷区而设计的。本文介绍在岩溶塌陷区钻孔采用的“套内钢护筒、补水、回填堵漏”的处理方法,对水下混凝土灌注过程的流失采用“加深导管埋深、加大初存... 黔桂铁路贵州段站前2标峰洞四线大桥位于峰洞车站内,是为穿越车站内溶蚀洼地岩溶塌陷区而设计的。本文介绍在岩溶塌陷区钻孔采用的“套内钢护筒、补水、回填堵漏”的处理方法,对水下混凝土灌注过程的流失采用“加深导管埋深、加大初存量、勤观测”的方法进行处理,实践证明是行之有效的,可供处理同类问题时参考。 展开更多
关键词 洼地岩塌陷 钻孔桩施工
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公路隧道通过岩溶发育区的综合地质超前预报体系探讨
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作者 钟鸣 《科技与创新》 2015年第7期4-4,8,共2页
目前,国内越来越多的隧道会穿过灰岩溶蚀区,这些区域会对隧道的安全掘进造成一定的影响。对此类隧道施工常用的物探手段进行了探讨,对一些工程实例进行了深入分析,总结了隧道通过灰岩溶蚀区有效的地质预报手段,并对各预报手段形成的隧... 目前,国内越来越多的隧道会穿过灰岩溶蚀区,这些区域会对隧道的安全掘进造成一定的影响。对此类隧道施工常用的物探手段进行了探讨,对一些工程实例进行了深入分析,总结了隧道通过灰岩溶蚀区有效的地质预报手段,并对各预报手段形成的隧道地质预报综合体系进行了初步探讨。 展开更多
关键词 隧道 溶蚀区 采空 地质超前预报
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浅谈锚碇深基坑开挖及围护的施工工艺
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作者 岳力山 《黑龙江科技信息》 2014年第5期70-70,共1页
根据柳州双拥大桥溶蚀透水区超大型深基坑施工,根据现场中遇到的实际情况以及采取的措施总结出相应的锚碇深基坑开挖及围护的一般工艺。
关键词 深基坑 透水 开挖 围护 工艺
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Soil Erosion and Its Basic Characteristics at Karst Rocky-desertified Land Consolidation Area: A Case Study at Muzhe Village of Xichou County in Southeast Yunnan, China 被引量:14
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作者 YANG Zisheng YANG Longfei ZHANG Bosheng 《Journal of Mountain Science》 SCIE CSCD 2010年第1期55-72,共18页
Xichou County of Wenshan Zhuang and Miao Autonomous Prefecture in southeast Yunnan is one of the karst mountainous areas in southwest China showing typical rock desertification. During this study, we set up three soil... Xichou County of Wenshan Zhuang and Miao Autonomous Prefecture in southeast Yunnan is one of the karst mountainous areas in southwest China showing typical rock desertification. During this study, we set up three soil erosion contrast test spots at Muzhe Village, Benggu Township, Xichou County, which was the birthplace of the Xichou rock-desertified land consolidation mode. The three spots included the terrace land spot (already consolidated land), sloping land spot (unconsolidated sloping land under rock desertification), and standard runoff spot (bare land spot). In 2007, a whole-year complete observation was conducted during the rainy season and "rainfall-erosion" data were obtained for 32 times. Our analysis showed that during the entire observation period, the number of the rainfalls that led to soil erosion accounted for 34.04% of the number of all rainfalls and the amount of the rainfalls that led to soil erosion accounted for 84.17% of the total amount of all rainfalls. The average erosive rainfall standard in the three test spots was 11.0mm, slightly higher than the lO mm standard that has been adopted all over China, but lower than the 12.7 mm standard of the US and the 13.0 mm standard of Japan. According to single-factor analysis, the soil loss in the sloping land spot (L2) and that in the bare land spot (L3) are correlated to certain extent to manyother factors, including the single precipitation (P), rainfall intensity during the maximum ten minutes (Lo), rainfall intensity during the maximum 20 minutes (I2o), rainfall intensity during the maximum 30 minutes (I30), rainfall intensity during the maximum 40 minutes (I4o), and rainfall intensity during the maximum 6o minutes (I60). Among these factors, they are of the highest relativity with I6o. According to double-factor analysis, both L2 and L3 are of good relativity with P and I60. According to multi-factor analysis, L2 and L3 are also of good relativity with seven rainfall indexes, namely, P, Ia (average rainfall intensity), L10, 120, I30, 140, and I60, with their related coefficient R reaching 0.906 and 0.914, respectively. The annual soil losses in the three test spots are widely different: 1030.70 t/km2.a in the terrace land spot, which indicates a low-level erosion; 12913.22 t/km2.a in the sloping land spot (unconsolidated spot), some 12.5 times than that in the terrace land spot, which indicates an ultra-high-level erosion; and 19511.67 t/km2-a in the bare land spot, some 18.9 times than that in terrace land spot, indicating an acute erosion. These figures fully show that the Xichou rock-desertified land consolidation mode plays a significant role in soil conservation. 展开更多
关键词 karst mountainous area rockdesertification land consolidation soil erosion testspot Xichou County
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^(137)Cs Redistribution in Thin Stony Soil of a Carbonate Rock Slope in Southwest China 被引量:3
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作者 LI Hao ZHANG Xin-Bao +1 位作者 WANG Kc-Lin WEN An-Bang 《Pedosphere》 SCIE CAS CSCD 2011年第1期37-45,共9页
The fallout radionuclide cesium-137(137 Cs) has been widely employed as a tracer for assessment of soil loss from thick uniform soils;however,few studies have been conducted on thin stony soils on slopes underlain by ... The fallout radionuclide cesium-137(137 Cs) has been widely employed as a tracer for assessment of soil loss from thick uniform soils;however,few studies have been conducted on thin stony soils on slopes underlain by carbonate rocks which are widely distributed in karst areas.Information derived from 137 Cs measurement of soil samples collected along a carbonate rock slope with thin stony soil where neither soil erosion nor deposition occurred was used to investigate the characteristics of 137 Cs redistribution in a karst area of Southwest China.The results indicated that the 137 Cs inventories of the surface soil on the slope studied were much lower than that of the local 137 Cs reference inventory and the 137 Cs activities were much higher than those on slopes with thick uniform soils.The spatial distribution of 137 Cs inventories was characterized by considerable variation.The high 137 Cs depletion in the stony soil of the slope studied was mainly because a considerable proportion of the fallout input of 137 Cs could be lost with runoff and the dissolution of carbonate particles in the soil promoted the loss of 137 Cs.These demonstrated that the rates of soil loss could not be estimated from the degree of depletion of the 137 Cs inventory relative to the local reference inventory for the thin stony soil of the rocky slope underlain by carbonate rocks in the study area in the way that has been widely used in areas with thick uniform soils. 展开更多
关键词 carbonate dissolution ^137Cs fallout ^137Cs inventory karst area RUNOFF
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