水利水电科技进展
水利水電科技進展
수이수전과기진전
ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES
2014年
5期
45-49
,共5页
细晶白云岩%溶蚀%砂化%围岩分类%坪头水电站
細晶白雲巖%溶蝕%砂化%圍巖分類%坪頭水電站
세정백운암%용식%사화%위암분류%평두수전참
fine-crystalline dolomite%karst%sanded%classification of wall rock%Pingtou Hydropower Station
为了能及时准确地对坪头水电站引水隧洞后段及厂址区内各水工建筑物洞室开挖揭示的围岩细晶白云岩进行围岩类别的确定,为工程设计提供科学合理的地质依据,在充分调查该区水文地质条件及岩溶发育特征和认识细晶白云岩岩溶砂化现象形成机制的基础上,通过大量的岩石磨片鉴定试验和物理力学性质试验,全面细致地查明了围岩细晶白云岩的物质组成及其在不同岩溶砂化情况下的物理力学特性。依据国家相关规程规范,结合各洞室实际开挖揭示情况和试验结果,对该区内岩体进行了围岩工程地质分类,总结出不同岩溶砂化细晶白云岩的围岩类别的特征及其综合评分情况,并对该区确定的Ⅲ类、Ⅳ类和Ⅴ类不同类别的围岩,有针对性地采取相应的工程处理措施,从而确保了各水工建筑物洞室的围岩稳定和安全运行。
為瞭能及時準確地對坪頭水電站引水隧洞後段及廠阯區內各水工建築物洞室開挖揭示的圍巖細晶白雲巖進行圍巖類彆的確定,為工程設計提供科學閤理的地質依據,在充分調查該區水文地質條件及巖溶髮育特徵和認識細晶白雲巖巖溶砂化現象形成機製的基礎上,通過大量的巖石磨片鑒定試驗和物理力學性質試驗,全麵細緻地查明瞭圍巖細晶白雲巖的物質組成及其在不同巖溶砂化情況下的物理力學特性。依據國傢相關規程規範,結閤各洞室實際開挖揭示情況和試驗結果,對該區內巖體進行瞭圍巖工程地質分類,總結齣不同巖溶砂化細晶白雲巖的圍巖類彆的特徵及其綜閤評分情況,併對該區確定的Ⅲ類、Ⅳ類和Ⅴ類不同類彆的圍巖,有針對性地採取相應的工程處理措施,從而確保瞭各水工建築物洞室的圍巖穩定和安全運行。
위료능급시준학지대평두수전참인수수동후단급엄지구내각수공건축물동실개알게시적위암세정백운암진행위암유별적학정,위공정설계제공과학합리적지질의거,재충분조사해구수문지질조건급암용발육특정화인식세정백운암암용사화현상형성궤제적기출상,통과대량적암석마편감정시험화물리역학성질시험,전면세치지사명료위암세정백운암적물질조성급기재불동암용사화정황하적물리역학특성。의거국가상관규정규범,결합각동실실제개알게시정황화시험결과,대해구내암체진행료위암공정지질분류,총결출불동암용사화세정백운암적위암유별적특정급기종합평분정황,병대해구학정적Ⅲ류、Ⅳ류화Ⅴ류불동유별적위암,유침대성지채취상응적공정처리조시,종이학보료각수공건축물동실적위암은정화안전운행。
The hydrological and karstification conditions at the Pingtou Hydropower Station were investigated aiming to identify the classification of the fine-crystalline dolomite of the wall rocks at the end of the diversion tunnel and hydraulic structure chamber for geological basis of the geological engineering design. Furthermore, the mechanism of the sanded fine-crystalline dolomite due to the intense karstification and corrosion effect was obtained. Based on a large quantity of rocks sections experiments for identification and physical property, material composition, physical and mechanical properties of the wall rocks of different karst corrosion extent were fully surveyed. In accordance with the national standards, combined with experimental results and actual conditions in the excavation process of cave chambers, engineering geological classifications and categories of the wall rocks were determined byⅢ,ⅣandⅤ, which could serve as focused engineering measurements on the different categories, respectively, to maintain the stability and safe functioning of wall rock of the hydraulic structures.