| Citation: | LI Yu. Constructional Technology of Drilling Bottom-enlarged Grouting Pile for a High-rise Building[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 240-243.
|
| [1] | Zheng Jinhuo. Analysis of Bearing Characteristic of Drilling Expanded Bottom Cast-in-situ Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 83-88. doi: 10.3969/j.issn.1007-2993.2023.01.015 |
| [2] | Cao Liang, Liu Huancun, Wang Yan. Design and Application of Artificial Drilled and Expanding Bottom Perfusion CFG Piles in Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 109-112. doi: 10.3969/j.issn.1007-2993.2014.03.001 |
| [3] | Liang Jinguo. Computation Method of the Single Pile Bearing Capcity of Post-grouting Spinning Drill Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 139-144. |
| [4] | Zhu Kui, Zhou Pengfei. Application of Grouting Technology at Pile Tip[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(1): 47-50. |
| [5] | Zhao Peisheng, Yu Liang, Wang Wei. Grouting Treatment of Sedimentary Dregs of Cast-in-place Bored Pile Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(4): 214-217. |
| [6] | WU Shuai-bin, GAO Fei. Base-grouting Influence Upon the Vertical Bearing Capacity of Bored Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(6): 320-323. |
| [7] | Su Dongming, Lu Tianbao, Wang Jiansheng. The Discussion of Rock & Soil Parameter of Bored Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(4): 184-185,207. |
| [8] | LI Lian-ying, LIN Bo, SHAO Jian. Study on Vertical Bearing Capacity of Post-injecting Paste Bored Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 24-27. |
| [9] | CENG Ding-bang, PENG Wen-xiang. The Construcion Technology of Bored Pile On-sea[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 53-55. |
| [10] | SUN Zuo-gong. The Reliability Design for Manual Holing Pouring Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 70-72. |
| [11] | LI Wei-ping. The Key Process Control in Bored Pile Construction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(5): 299-301. |
| [12] | ZHANG Jian-ying, XING Xin-kui, YAO Ke-jian. An Engineering case of Large Diameter Bored Pile by Churning Drive[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 175-179. |
| [13] | Calculation Example of Belled Pier Cast-in-place Piles of Hand Dugging[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 49-52. |
| [15] | Grouting Technique after Pile Driving at Bottom Pile and Its Application[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(3): 27-29. |
| [16] | Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 37-40. |
Copyright © Geotechnical Engineering Technique京ICP备12043220号-2
Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com
Supported by:
Beijing Renhe Information Technology Co. Ltd
LI Yu. Constructional Technology of Drilling Bottom-enlarged Grouting Pile for a High-rise Building[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 240-243.
DownLoad: