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彩图5.1 锦屏一级工程地质Ⅰ—Ⅰ′横剖面对比检查测试
(a)模型剖切剖面;(b)原始解译剖面
彩图5.2 锦屏一级工程地质模型图例
彩图5.3 锦屏一级工程地质三维统一模型(单位:m)
彩图6.1 锦屏一级岩体质量分级坝轴线剖面图
彩图6.2 锦屏一级岩体质量分级三维模型(单位:m)
(a)整体研究区域;(b)拱坝区域
彩图6.3 锦屏一级工程地质三维横剖面图
(a)Ⅱ—Ⅱ′横剖;(b)Ⅱ1—Ⅱ′1横剖
彩图6.4 锦屏一级工程地质钻孔布置与模拟取样
(a)钻孔布置;(b)模拟取样(直径30m)
彩图6.5 锦屏一级拱坝建基面开挖与基础处理
(a)建基面开挖;(b)拱坝垫座与断层f5处理
彩图6.6 锦屏一级拱坝基础处理对比分析(坝轴线和径向剖切)
(a)沿坝轴线剖切;(b)沿高程1830m径向剖切
彩图6.7 锦屏一级拱坝基础处理平切对比分析
彩图6.8 锦屏一级拱坝基础处理横剖对比分析
彩图6.9 锦屏一级地下引水发电系统初始方案模型
(a)地下洞室地质模型;(b)地下洞室岩体质量分级模型
彩图6.10 锦屏一级地下引水发电系统优化方案模型
彩图6.11 锦屏一级三维岩级模型地下洞室剖切分析
(a)沿主厂房轴线剖切;(b)沿主变室轴线剖切;(c)沿调压室轴线剖切;(d)沿2号尾水洞轴线剖切
彩图8.1 小湾工程地质三维统一模型
彩图8.2 小湾工程地质三维剖切分析
(a)Ⅱ—Ⅱ横剖面;(b)高程1130m平切;(c)拱坝轴线;(d)主厂房轴线
彩图8.3 小湾地下洞室地质模型分析
彩图8.4 溪洛渡工程地形地貌
(a)三维数字地形图;(b)坝区地形地貌
彩图8.5 溪洛渡工程地质和岩级三维模型
(a)地质模型;(b)岩级模型
彩图8.6 溪洛渡工程地质三维剖切分析
(a)I7—I7横剖;(b)高程440m平切
彩图8.7 溪洛渡工程岩级三维剖切分析
(a)I3—I3横剖;(b)沿坝轴线
彩图8.8 溪洛渡主体工程地质分析
(a)开挖建基面岩体质量分析;(b)地下厂房地质模型
彩图8.9 惠蓄工程地质三维统一模型
彩图8.10 惠蓄电站厂房区域平切分析
(a)高程135m;(b)高程246m
彩图8.11 惠蓄三维统一模型厂区剖切分析
(a)A厂输水系统轴线全剖图;(b)B厂输水系统轴线全剖图;(c)A厂主厂房轴线剖切;(d)A厂主变室轴线剖切;(e)A厂尾闸室轴线剖切
彩图8.12 惠蓄电站地下洞室群地质分析
(a)输水发电系统整体地质模型;(b)A、B系统地下洞室群;(c)A系统地下洞室群;(d)B系统地下洞室群
彩图8.13 惠蓄电站地下厂房施工超前地质预报
(a)模型预报;(b)实地开挖照片
彩图8.14 白鹤滩工程区域地形地貌
(a)三维数字地形;(b)坝址地形地貌
彩图8.15 白鹤滩工程地质三维统一模型(单位:m)
彩图8.16 白鹤滩工程地质典型剖切分析
(a)Ⅰ—Ⅰ横剖;(b)Ⅴ—Ⅴ横剖;(c)高程827m平切;(d)沿中坝址拱坝轴线;(e)沿右岸主厂房轴线
彩图8.17 白鹤滩中坝址地下洞室群三维地质分析
(a)两岸地下洞室群;(b)右岸地下洞室群;(c)左岸地下洞室群
彩图8.18 糯扎渡工程地质三维统一模型(单位:m)
彩图8.19 糯扎渡三维统一模型典型剖切分析
(a)坝轴线剖切;(b)高程650m平切
彩图8.20 糯扎渡地下洞室群地质模型分析
彩图8.21 野猫面滑坡三维地质模型
彩图8.22 野猫面滑坡地质模型剖切分析
(a)2—2′工程地质剖面;(b)高程300m平切图
彩图8.23 基于地质模型的野猫面滑坡失稳动态模拟分析
(a)第10s;(b)第50s
彩图8.24 龙滩工程地质三维统一模型(单位:m)
彩图8.25 龙滩工程地质模型剖切分析
(a)沿主厂房轴线剖切;(b)沿主变室轴线剖切
彩图8.26 龙滩地下洞室地质模型分析
彩图8.27 阿鸠田水电站引水隧洞区域工程地质三维统一模型
彩图8.28 阿鸠田工程地质模型剖切分析
(a)沿引水隧洞轴线剖切;(b)引水隧洞首部;(c)引水隧洞尾部;(d)高程1050m平切
彩图8.29 八十一大坂隧洞工程地质三维统一模型
彩图8.30 基于地质模型的八十一大坂隧洞施工动态分析
(a)2005年4月;(b)2006年12月