黄土高填方地基上部建筑施建控制标准研究∗

黄土高填方地基上部建筑的工后沉降及施建时间问题是目前研究的热点。以某黄土沟壑区新区建设中的高填方工程为背景，基于试验段工后沉降监测结果，运用 MIDAS/GTS‐NX 数值反演分析方法来获取填方土体蠕变力学参数，并针对不同偏心距及施建时间下高层和低层建筑物地基的工后沉降特征开展了系统研究。结果表明： （1）基于实测资料的分层迭代反演分析方法所得填土体参数较准确反应黄土高填方土体的实际受荷状态及上部建筑基础的工后沉降特征。（2）当低层或高层建筑偏心距 w=0 m 或 w=221 m 时，局部倾斜最小且均满足局部倾斜 f＜ 0.002 要求，建议低层建筑施建偏心距 w≥157 m，工后施建时间 t≥1.21 年；高层建筑施建偏心距 w≥155 m，工后施建时间 t≥1.5 年。通过本文的研究，可为类似“上山建城”高填方顶部建筑的施建位置及工后施建时间提供科学参考。     

Mechanical dependency of the SARS-CoV-2 virus and the renin-angiotensin-aldosterone (RAAS) axis: a possible new threat

Environmental Science and Pollution Research - Pathogens in our environment can act as agents capable of inflicting severe human diseases. Among them, the SARS-CoV-2 virus has recently plagued the...     

Critical analysis of turbulence models for simulating positive surge waves in open channels in a RANS-VOF setup

Environmental Fluid Mechanics - The study presents a systematic assessment of 2D RANS-VOF simulation of positive surge wave propagation in open channels using three widely used turbulence models:...     

Identification of groundwater microbial communities and their connection to the hydrochemical environment in southern Laizhou Bay,China

Environmental Science and Pollution Research - The microbial community plays an important role in the biogeochemical cycle in coastal groundwater ecosystems. However, the composition and...