风能
風能
풍능
WIND ENERGY
2013年
3期
68-72
,共5页
风电场%构造应力%构造形迹%不均匀沉降%抗滑稳定
風電場%構造應力%構造形跡%不均勻沉降%抗滑穩定
풍전장%구조응력%구조형적%불균균침강%항활은정
wind farm%tectonic stress%structural feature%irregular se lement%sliding stability
继阳山风电场场址风电机组基坑开挖后,其所揭露的构造形迹在X型节理基础上进一步发展成为断裂.这些断层的性质,既有压扭性,也有张拉性;既有平张,也有逆掩冲;既有压迭性,也有张迭性.不同部位反映了不同的构造时空特征,反映了场区构造严格受区域构造控制.区域内燕山期主应力方向为WN-ES,并伴有左旋剪切应力,喜山期主应力方向为EN-WS,伴有右旋的张拉应力,风电场址区的主要工程地质问题是由于张性断裂,形成不均匀地基以及处于边山构造带的抗滑稳定问题,通过分析研究,有针对性地提出了移位和刻槽换填等处理措施.
繼暘山風電場場阯風電機組基坑開挖後,其所揭露的構造形跡在X型節理基礎上進一步髮展成為斷裂.這些斷層的性質,既有壓扭性,也有張拉性;既有平張,也有逆掩遲;既有壓迭性,也有張迭性.不同部位反映瞭不同的構造時空特徵,反映瞭場區構造嚴格受區域構造控製.區域內燕山期主應力方嚮為WN-ES,併伴有左鏇剪切應力,喜山期主應力方嚮為EN-WS,伴有右鏇的張拉應力,風電場阯區的主要工程地質問題是由于張性斷裂,形成不均勻地基以及處于邊山構造帶的抗滑穩定問題,通過分析研究,有針對性地提齣瞭移位和刻槽換填等處理措施.
계양산풍전장장지풍전궤조기갱개알후,기소게로적구조형적재X형절리기출상진일보발전성위단렬.저사단층적성질,기유압뉴성,야유장랍성;기유평장,야유역엄충;기유압질성,야유장질성.불동부위반영료불동적구조시공특정,반영료장구구조엄격수구역구조공제.구역내연산기주응력방향위WN-ES,병반유좌선전절응력,희산기주응력방향위EN-WS,반유우선적장랍응력,풍전장지구적주요공정지질문제시유우장성단렬,형성불균균지기이급처우변산구조대적항활은정문제,통과분석연구,유침대성지제출료이위화각조환전등처리조시.
@@@@A er foundation excavation of Mount Jiyang wind farm, x-type divisional planes revealed develop into fractures. e properties of fractures include both compressive and tensile, both at and overthrust. Di erent properties re ect di erent tectonization. e eld tectonization strictly controlled by the regional tectonization. e principal stress direction in phase of Yanshan is NW-SE with sinistral shear stress. e principal stress direction Himalayan Epoch is NE-SW with dextral tensile stress. e engineering geological problems are irregular foundation and sliding stability due to the tensile fracture. rough analysis , targeted measures are applied.