抗裂型水泥穩(wěn)定碎石基層

1、基于振動壓實(shí)法寬幅大厚度基于振動壓實(shí)法寬幅大厚度水泥穩(wěn)定碎石攤鋪技術(shù)研究水泥穩(wěn)定碎石攤鋪技術(shù)研究郭志強(qiáng)郭志強(qiáng)2014年3月4.6.2水泥穩(wěn)定級配碎石施工離析原因分析水泥穩(wěn)定級配碎石施工離析原因分析.................................................................534.6.3水泥穩(wěn)定級配碎石施工離析解決方法分析水泥穩(wěn)定級配碎石施工離析解決方法分析..............

2、...........................................554.7小結(jié)小結(jié)....................................................................................................................................575.水泥穩(wěn)定級配碎石基層質(zhì)量控制與驗(yàn)收評價方法研究水泥穩(wěn)定級配碎石基

3、層質(zhì)量控制與驗(yàn)收評價方法研究...........................................................595.1壓實(shí)度檢測壓實(shí)度檢測........................................................................................................................595.1.1壓實(shí)法檢測

4、方法壓實(shí)法檢測方法.....................................................................................................595.1.2大厚度水泥穩(wěn)定級配碎石基層壓實(shí)度檢測大厚度水泥穩(wěn)定級配碎石基層壓實(shí)度檢測.........................................................605.2質(zhì)量控制與

5、驗(yàn)收質(zhì)量控制與驗(yàn)收................................................................................................................615.2.1取樣和檢驗(yàn)取樣和檢驗(yàn)..................................................................................

6、...........................615.2.2檢查驗(yàn)收檢查驗(yàn)收.................................................................................................................636.工程應(yīng)用工程應(yīng)用.....................................................

7、..................................................................................656.1工程情況介紹工程情況介紹....................................................................................................................656.2

8、施工準(zhǔn)備情況施工準(zhǔn)備情況....................................................................................................................666.2.1原材料性能檢驗(yàn)原材料性能檢驗(yàn).......................................................................

9、..............................666.2.2混合料級配設(shè)計混合料級配設(shè)計.....................................................................................................676.2.3施工現(xiàn)場準(zhǔn)備施工現(xiàn)場準(zhǔn)備.................................................

10、........................................................736.3施工工藝施工工藝............................................................................................................................756.3.1拌和拌和................

11、.........................................................................................................756.3.2運(yùn)輸運(yùn)輸........................................................................................................

12、.................756.3.3攤鋪攤鋪.........................................................................................................................756.3.4碾壓碾壓............................................................

13、.............................................................766.3.4養(yǎng)生養(yǎng)生.........................................................................................................................766.4質(zhì)量檢測質(zhì)量檢測..............

14、..............................................................................................................776.4.1施工后表觀狀況施工后表觀狀況.........................................................................................

15、............776.4.2級配及水泥劑量檢驗(yàn)級配及水泥劑量檢驗(yàn).............................................................................................776.5小結(jié)小結(jié).................................................................................

16、...................................................807.技術(shù)經(jīng)濟(jì)綜合分析技術(shù)經(jīng)濟(jì)綜合分析.......................................................................................................................817.1施工效率提高的分析施工效率提高的分析.......

17、.................................................................................................817.2經(jīng)濟(jì)效益分析經(jīng)濟(jì)效益分析..........................................................................................................