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Large excavations and their effect on displacement of land boundaries 被引量:1

Large excavations and their effect on displacement of land boundaries
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摘要 A study to estimate land surface movement caused by large surface excavations in sedimentary strata is presented.In stratified or jointed strata the stress relief driven movement adjacent to large excavations can be significantly larger than expected.High lateral stresses measured in Australia and other places around the world indicate that the ratio of horizontal to vertical stress has been particularly high at shallow depths.The in situ strata is in compression and during excavation,stress is relieved towards the opening causing strata movement.Large excavations such as,open cut mines or highway cuttings,can initiate an extensive horizontal slide of surface layers towards the excavation.These ground movements can be damaging to surface structures such as water storage dams and large buildings.Based on stress measurements at shallow depths in Australian coal mines the study presented here calculates and models the extent of potential ground movement along the bedding surface adjacent to large excavations and provides a new prediction tool of land movement at the excavation boundary that can benefit the geotechnical practitioners in the mining industry. A study to estimate land surface movement caused by large surface excavations in sedimentary strata is presented.In stratified or jointed strata the stress relief driven movement adjacent to large excavations can be significantly larger than expected.High lateral stresses measured in Australia and other places around the world indicate that the ratio of horizontal to vertical stress has been particularly high at shallow depths.The in situ strata is in compression and during excavation,stress is relieved towards the opening causing strata movement.Large excavations such as,open cut mines or highway cuttings,can initiate an extensive horizontal slide of surface layers towards the excavation.These ground movements can be damaging to surface structures such as water storage dams and large buildings.Based on stress measurements at shallow depths in Australian coal mines the study presented here calculates and models the extent of potential ground movement along the bedding surface adjacent to large excavations and provides a new prediction tool of land movement at the excavation boundary that can benefit the geotechnical practitioners in the mining industry.
出处 《International Journal of Mining Science and Technology》 SCIE EI 2012年第5期633-637,共5页 矿业科学技术学报(英文版)
关键词 Stress measurements High lateral stress Lateral stress relief Lateral displacement of bedded strata Stability of large excavations 挖掘过程 陆地表面 边界位移 地面运动 沉积地层 澳大利亚 大型建筑物 压力驱动
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  • 1Mark C. Global trends in coal mine horizontal stress measurements. In: Aziz N, Nemcik J, editor. Proceedings of 10th underground coal operators conference Wollongong, Australia: NSW; 2010. p. 21-39 <http://www.ro.uow.edu.au/coal/ 296>.
  • 2Nemcik JA, Gale W, Mills K. Statistical analysis of underground stress measurements in Australian coal mines. Bowen Basin Symposium, Rydges Capricorn Resort, Yepoon, Queensland, Australia: Bowen Basin Geologists Group and the Geological Society of Australia Incorporated Coal Geology Group, Impulse Digital Printing; 2005. p. 117-122.
  • 3Nemcik JA, Gale W, Fabjanczyk M. Methods of interpreting ground stress based on underground stress measurements and numerical modelling. In: Aziz N, Keilich W, editors. Proceedings of 7th underground coal operators conference, NSW, Australia: University of Wollongong; 2006. p. 104-112 <http:// www.ro.uow.edu.au/coal/39>.
  • 4ITASCA, Fast Lagrangian Analysis of Continua (FLAC). USA: Itasca Consulting Group, Inc. Mill Place, 111 Third Avenue South, Suite 450 Minneapolis, Minnesota 55401; 2005.

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