机译:由于诱导地震性,荷兰格罗宁根地区的液化危害
Dept. of Civil and Environmental Engineering Virginia Tech Blacksburg VA 24061;
Dept. of Civil and Environmental Engineering Imperial College London London SW7 2AZ UK;
Dept. of Civil and Environmental Engineering Imperial College London London SW7 2AZ UK;
Dept. of Civil and Environmental Engineering Univ. of Washington Seattle WA 98195;
Deltares P.O. Box 177 2600 MH Delft The Netherlands;
School of Environmental Sciences Univ. of Liverpool Liverpool L69 3GP UK;
Dept. of Civil and Environmental Engineering Virginia Tech Blacksburg VA 24061;
Deltares P.O. Box 177 2600 MH Delft The Netherlands;
Principal Geophysicist Shell Global Solutions International B.V. P.O. Box 60 2280 AB Rijswijk The Netherlands;
Consultant Simulation and Modeling Alten Capelle a/d IJssel Fascinatio Boulevard 582 2909 VA Capelle aan den IJssel The Netherlands;
Consultant Simulation and Modeling Alten Capelle a/d IJssel Fascinatio Boulevard 582 2909 VA Capelle aan den IJssel The Netherlands;
Senior Principal Science Expert Earth Sciences Shell Global Solutions International B.V. Grasweg 31 1031 HW Amsterdam The Netherlands;
Development Lead Groningen Asset Nederlandse Aardolie Maatschap-pij B.V. (NAM) Schepersmaat 2 9405 TA Assen The Netherlands;
机译:荷兰格罗宁根气田引起地震危险性和风险分析的地震动模型框架
机译:解决现有的“简化”液化触发评估程序的限制:应用于在格罗宁根气田引起地震的应用
机译:基于应力的,Groningen气田,荷兰的诱导地震统计学建模
机译:确定荷兰格罗宁根市诱发地震的幅度比例因子
机译:SPT和CPT案例历史在评估地震引起的土壤液化可能性时的抽样偏差。
机译:基于SPT的地震土液化触发评估方法在工程危害评估中的应用
机译:荷兰格罗宁根气田引起地震危险性和风险分析的地震动模型框架
机译:建议桥址的地震诱发土壤液化潜力的确定。第二卷。液化评价规划指南。