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1、 本 冊(cè) 目 錄古鎮(zhèn)群xx西岸核心區(qū)基礎(chǔ)設(shè)施配套工程景區(qū)連接線改造-xx路節(jié)點(diǎn)工程 第 1 頁 共 1 頁序 序圖表名稱編 號(hào)備 注圖表名稱編 號(hào)備 注號(hào) 號(hào)12341234 一 說明書 二 附 表1前言1鉆孔位置一覽表附表11.1 工程概況2標(biāo)準(zhǔn)貫入試驗(yàn)成果表附表21.2 勘察執(zhí)行的技術(shù)標(biāo)準(zhǔn)及規(guī)范、規(guī)程3重型動(dòng)力觸探成果表附表31.3 勘察目的及要求4土壤室內(nèi)試驗(yàn)成果表1.4 勘察方法5巖石室內(nèi)試驗(yàn)成果表1.5 勘察完成工作量情況6易溶鹽檢測(cè)報(bào)告表22.1 地形地貌7水質(zhì)分析報(bào)告表2.2 氣象水文2.3 地層巖性2.4 地質(zhì)構(gòu)造與地震 三 附 圖2.5 水文地質(zhì)條件1鉆孔平面布置圖C-DZ-2、012.6 不良地質(zhì)現(xiàn)象及特殊性巖土2工程地質(zhì)縱斷面圖C-DZ-022.7 巖土物理力學(xué)參數(shù)3工程地質(zhì)橫斷面圖C-DZ-033工程地質(zhì)評(píng)價(jià)4鉆孔柱狀圖C-DZ-043.1 區(qū)域穩(wěn)定性與適宜性評(píng)價(jià)3.2 地震效應(yīng)3.3 地震液化及軟土震陷3.4 水文地質(zhì)評(píng)價(jià)3.6 地基均勻性評(píng)價(jià)3.7 路基工程地質(zhì)評(píng)價(jià)3.8 橋梁工程地質(zhì)評(píng)價(jià)3.9 擋墻工程地質(zhì)評(píng)價(jià)4結(jié)論與建議勘 探 點(diǎn) 一 覽 表附表1古鎮(zhèn)群xx西岸核心區(qū)基礎(chǔ)設(shè)施配套工程景區(qū)連接線改造-xx路節(jié)點(diǎn)工程 第 1 頁 共 1 頁序號(hào)勘探點(diǎn)編 號(hào)勘 探深 度(m)地 面標(biāo) 高(m)坐標(biāo)(m)工作日期備注xY開 始 日 期終 止 日 期1FQZK333、6.2033.56111667.20342920.1232023.5.82023.5.92FQZK460.2033.48111893.09142749.1672023.5.52023.5.83NTDZK111.0033.87111626.02842946.5092023.5.152023.5.154NTDZK210.0033.33111930.03642724.8462023.5.152023.5.155NTQZK132.6033.53111658.31442898.6542023.5.142023.5.166NTQZK232.8033.5111689.03942900.3752023.5.14、12023.5.127NTQZK332.9033.45111685.53542886.5762023.5.112023.5.128NTQZK449.0033.29111713.10842886.4942023.5.122023.5.139NTQZK554.0033.37111710.53842870.6392023.5.122023.5.1410NTQZK643.7033.23111738.56542870.5842023.5.142023.5.1511NTQZK734.0033.38111735.84942854.4992023.5.112023.5.1312NTQZK839.0033.285、111766.03342852.6382023.5.142023.5.1613NTQZK948.0033.37111761.06742838.082023.5.142023.5.1614NTQZK1043.0033.46111801.41142827.7652023.5.142023.5.1515NTQZK1152.0033.52111794.78842816.9192023.5.142023.5.1516NTQZK1255.0033.57111824.05742814.1982023.5.112023.5.1317NTQZK1360.8033.57111820.51542801.5462026、3.5.142023.5.1618NTQZK1453.0033.66111848.79542797.2952023.5.112023.5.1319NTQZK1549.0033.65111845.55542784.6292023.5.112023.5.1420NTQZK1653.3033.66111874.20342781.7242023.5.132023.5.1521NTQZK1745.3033.65111871.16542768.6252023.5.112023.5.1422NTQZK1853.0033.53111900.47942770.3942023.5.132023.5.14合計(jì)9477、.80 編制：復(fù)核：審核：標(biāo) 準(zhǔn) 貫 入 試 驗(yàn) 成 果 表附表2古鎮(zhèn)群xx西岸核心區(qū)基礎(chǔ)設(shè)施配套工程景區(qū)連接線改造-xx路節(jié)點(diǎn)工程 第 1 頁 共 1 頁序號(hào)勘探點(diǎn)編號(hào)試驗(yàn)段深度(m)標(biāo)貫擊數(shù)(擊)地層編號(hào)地層名稱備注序號(hào)勘探點(diǎn)編號(hào)試驗(yàn)段深度(m)標(biāo)貫擊數(shù)(擊)地層編號(hào)地層名稱備注1FQZK32.25-2.55151-1素填土31NTQZK117.25-17.55344-1全風(fēng)化花崗巖2FQZK41.55-1.85161-1素填土32NTQZK317.15-17.45424-1全風(fēng)化花崗巖3NTQZK12.25-2.55141-1素填土33NTQZK418.15-18.45394-1全風(fēng)化花8、崗巖4NTQZK32.25-2.55121-1素填土34NTQZK1015.15-15.45374-1全風(fēng)化花崗巖5NTQZK34.35-4.65141-1素填土35NTQZK1215.15-15.45424-1全風(fēng)化花崗巖6NTQZK42.25-2.55181-1素填土36NTQZK1415.15-15.45354-1全風(fēng)化花崗巖7NTQZK44.35-4.65201-1素填土37NTQZK1615.15-15.45324-1全風(fēng)化花崗巖8NTQZK62.25-2.55121-1素填土38NTQZK1815.15-15.45354-1全風(fēng)化花崗巖9NTQZK82.25-2.55151-1素填9、土3910NTQZK102.25-2.55131-1素填土4011NTQZK103.95-4.25181-1素填土12NTQZK122.25-2.55191-1素填土13NTQZK162.25-2.55191-1素填土14FQZK34.35-4.65191-2粉質(zhì)黏土15FQZK35.95-6.25211-2粉質(zhì)黏土16FQZK44.35-4.65201-2粉質(zhì)黏土17NTDZK14.35-4.65151-2粉質(zhì)黏土18NTQZK15.95-6.25181-2粉質(zhì)黏土19NTQZK46.15-6.45211-2粉質(zhì)黏土20NTQZK66.15-6.45151-2粉質(zhì)黏土21NTQZK124.310、5-4.65151-2粉質(zhì)黏土22NTQZK144.35-4.65211-2粉質(zhì)黏土23NTQZK164.35-4.65141-2粉質(zhì)黏土24NTQZK184.35-4.65151-2粉質(zhì)黏土25NTQZK185.95-6.25181-2粉質(zhì)黏土26NTDZK17.35-7.65111-3粉砂27NTQZK85.95-6.25121-3粉砂28FQZK319.15-19.45364-1全風(fēng)化花崗巖29FQZK416.35-16.65374-1全風(fēng)化花崗巖30FQZK419.35-19.65414-1全風(fēng)化花崗巖編制：復(fù)核：審核：重 型 動(dòng) 力 觸 探 成 果 表 附表3古鎮(zhèn)群xx西岸核心區(qū)基礎(chǔ)11、設(shè)施配套工程景區(qū)連接線改造-xx路節(jié)點(diǎn)工程 第 1 頁 共 1 頁序號(hào)鉆孔編號(hào)試驗(yàn)段深度（m）N63.5（擊/10 cm）桿長修正系數(shù)修正N63.5（擊/10 cm）地層編號(hào)巖土名稱序號(hào)鉆孔編號(hào)試驗(yàn)段深度（m）N63.5 （擊/10 cm）桿長修正系數(shù)修正N63.5（擊/10 cm）地層編號(hào)巖土名稱1FQZK312.00-12.10170.6911.82-4圓礫31NTQZK1410.60-10.70140.7510.62-4圓礫2FQZK312.10-12.20180.6812.32-4圓礫32NTQZK1410.70-10.80150.7511.22-4圓礫3FQZK312.20-12.312、0180.6812.32-4圓礫33NTQZK1410.80-10.90160.7411.82-4圓礫4FQZK312.30-12.40200.6613.32-4圓礫34NTQZK1410.90-11.00180.7212.92-4圓礫5FQZK312.40-12.50220.6514.32-4圓礫35NTQZK1411.00-11.10200.7013.92-4圓礫6FQZK312.50-12.60240.6315.22-4圓礫36NTQZK1810.00-10.10150.7511.32-4圓礫7FQZK410.20-10.30150.7511.32-4圓礫37NTQZK1810.10-113、0.20160.7411.92-4圓礫8FQZK410.30-10.40160.7411.92-4圓礫38NTQZK1810.20-10.30180.7213.02-4圓礫9FQZK410.40-10.50180.7213.02-4圓礫39NTQZK1810.30-10.40190.7113.62-4圓礫10FQZK410.50-10.60200.7014.12-4圓礫40NTQZK1810.40-10.50210.7014.72-4圓礫11FQZK410.60-10.70210.7014.72-4圓礫41NTQZK1810.50-10.60220.6915.22-4圓礫12NTQZK112.14、00-12.10160.7011.32-4圓礫13NTQZK112.10-12.20180.6812.32-4圓礫14NTQZK112.20-12.30190.6712.82-4圓礫15NTQZK112.30-12.40200.6613.32-4圓礫16NTQZK112.40-12.50220.6514.32-4圓礫17NTQZK112.50-12.60250.6315.62-4圓礫18NTQZK510.00-10.10120.789.32-4圓礫19NTQZK510.10-10.20150.7511.32-4圓礫20NTQZK510.20-10.30160.7411.92-4圓礫21NTQZ15、K510.30-10.40180.72132-4圓礫22NTQZK510.40-10.50180.72132-4圓礫23NTQZK510.50-10.60200.714.12-4圓礫24NTQZK99.00-9.10110.818.92-4圓礫25NTQZK99.10-9.20130.7910.32-4圓礫26NTQZK99.20-9.30150.7711.62-4圓礫27NTQZK99.30-9.40160.7712.22-4圓礫28NTQZK99.40-9.50170.7612.92-4圓礫29NTQZK99.50-9.60190.74142-4圓礫30NTQZK1410.50-10.60130.769.92-4圓礫編制：復(fù)核：審核：