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| 1 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W Jibson | 2000 | Engineering Geology2000，58，： | 1 |
| 2 | A seismic landslide susceplibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California, earthquake 显示文摘 | Mario Parise Randall W Jibson | 2000 | Engineering Geology2000，58，34： | 1 |
| 3 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W. Jibson | 2000 | Engineering Geology2000，，3： | 1 |
| 4 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W. Jibson | 2000 | Engineering Geology2000，，3： | 1 |
| 5 | Engineering and environmental problems in karst-An introduction显示文摘 | Mario Parise Jo De Wade Francisco Gutierrez | 2008 | Engineering Geology2008，99，： | 1 |
| 6 | Applying rock mass classifications to carbonate rocks for engineering purposes with a new approach using the rock engineering system显示文摘Classical rock mass classification systems are not applicable to carbonate rocks,especially when these are affected by karst processes.Their applications to such settings could therefore result in outcomes not representative of the real stress-strain behavior.In this study,we propose a new classification of carbonate rock masses for engineering purposes,by adapting the rock engineering system(RES) method by Hudson for fractured and karstified rock masses,in order to highlight the problems of implementation of geomechanical models to carbonate rocks.This new approach allows a less rigid classification for carbonate rock masses,taking into account the local properties of the outcrops,the site conditions and the type of engineering work as well. | Gioacchino Francesco Andriani Mario Parise | 2017 | Journal of Rock Mechanics and Geotechnical Engineering2017，9，2： | 1 |
| 7 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W. Jibson | 2000 | Engineering Geology2000，，3： | 1 |
| 8 | A selsmic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise RandallW J ibson | 2000 | Engineering Geology2000，58，34： | 1 |
| 9 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W. Jibson | 2000 | Engineering Geology2000，，3： | 1 |
| 10 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W. Jibson | 2000 | Engineering Geology2000，，3： | 1 |
| 11 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake 显示文摘 | Mario Parise RandallW J ibson | 2000 | Engineering Geology2000，58，34： | 1 |
| 12 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake 显示文摘 | Mario Parise Randall W Jibson | 2000 | Engineering Geology2000，58，34： | 1 |
| 13 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January,1994 Northridge,California earthquake显示文摘 | Mario Parise Randall W Jibson | 2000 | Engineering Geology2000，58，3： | 1 |
| 14 | A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 Janumy, 1994 Northridge, California earthquake显示文摘 | Mario Parise Randall W Jibsun | 2000 | Engineering Geology2000，58，34： | 1 |
| 15 | Advantages of employing multilevel monitoring wells for design of tunnels subjected to multi-aquifer alluvial显示文摘For tunnels being excavated through multiple knowledge of the aquifers’hydraulic head becomes essential for determining groundwater inflow into the tunnel and analyzing its stability,specifically using multilevel monitoring systems.In the multi-aquifer alluvial section of the Glas tunnel(Iran),since the hydraulic head calculations were based on the data obtained from single-piezometer boreholes,the excavation risk was assessed to be at high level and the tunnel seemed to be unstable,thus an incorrect conclusion was derived from the misleading data.To take cost mitigation measures into account,it was necessary to calculate the hydraulic head at tunnel level accurately.By installing nested and clustered wells the mean hydraulic head was measured to be 70 m,significantly different from the 90 m previously determined by boreholes.Considering the updated value,the groundwater inflow and bulkhead load,formerly calculated as 0.65 m^(3)/s and 9.5 bars,were determined to be 0.49 m^(3)/s and 7.5 bars,respectively. | Mohsen GOLIAN Ebrahim SHARIFI TESHNIZI Hamed TAVASOLI ROSTAMI Homayoon KATIBEH Mario PARISE Masoud MAHDAD Habib SAADAT Mehdi ABBASI Mahshid EBAD ARDESTANI | 2021 | Journal of Mountain Science2021，18，1： | 0 |
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