Development of in-Situ Soil Improvement Method using Collapsible Mixing Blades

Author(s):  
Hiroyasu Ishii ◽  
Tadafumi Fujiwara ◽  
Makiko Kobayashi ◽  
Tomoyuki Aoki ◽  
Hidetake Matsui ◽  
...  
2011 ◽  
Vol 147 ◽  
pp. 176-182
Author(s):  
Jun Tong Qu ◽  
Zhi Hong Ran ◽  
Sheng Miao

It is necessary to find a more economical soil improvement technique to densification the reclamation by bumping filling foundation. As a soil improvement technique, blasting-densification of sand is a viable and efficient method, which offers several advantages compared to other soil densification methods. Although Explosive Compaction (EC) has been used effectively for compaction loose, non-cohesive soils for more than 70 years, it has not attained widespread acceptance in China. In-situ trials of Explosive Compaction were carried out to determining appropriate and feasible of Explosive Compaction for improvement sand foundation.


2019 ◽  
Vol 75 (2) ◽  
pp. I_569-I_574
Author(s):  
Ryota NATSUSAKA ◽  
Eiji KOHAMA ◽  
Hirotaka ITO ◽  
Satoshi MATSUMURA ◽  
Takaaki MIZUTANI ◽  
...  

Author(s):  
Tuncer B. Edil

Recently, an innovative soft soil improvement method was advanced in China by integrating and modifying vacuum consolidation and dynamic compaction ground improvement techniques in an intelligent and controlled manner. This innovative soft soil improvement method is referred to as “High Vacuum Densification Method (HVDM)” to reflect its combined use of vacuum de-watering and dynamic compaction techniques in cycles. Over the past ten years, this innovative soft soil improvement technique has been successfully used in China and Asia for numerous large-scale soft soil improvement projects, from which enormous time and cost savings have been achieved. In this presentation, the working principles of the HVDM will be described. A discussion of the range of fine-grained, cohesive soil properties that would make them ideal for applying HVDM as an efficient ground improvement method will be discussed. The economic benefits and environmental benefits of HVDM are elucidated.


Author(s):  
George K. Burke ◽  
David M. Cacoilo ◽  
Kenneth R.x Chadwick

The New Jersey Department of Transportation solicited a request for proposal for a design-construct bid to extend the Atlantic City Expressway to the marina district and Brigantine. This would service a developing area for casino construction as well as greatly improve access to the beachfront towns north of Atlantic City. The preliminary proposal required approximately 0.8 km (0.5 mi) of four-lane roadway to go underground, eliminating traffic noise, and to pass under US-30. The prime and specialist contractors, in concert with intuitive engineering support, developed an in situ installation of a subgrade bottom-strut bracing system for a cut-and-cover tunnel installation. This concept offered many advantages, including months of schedule savings, reduced sheet-pile cost, and much-reduced wall-anchoring requirements. To economically install this bottom strut, the new system of SuperJet grouting was used. This grouting system offers several key advancements over conventional jet grouting and allows the construction of columns up to 5 m (16 ft) in diameter. This new technology, the method of installation, difficulties overcome, and the quality-assurance and quality-control elements of this portion of the project are presented. Future applications are also proposed.


1996 ◽  
pp. 199-210 ◽  
Author(s):  
Minoru Matsuo ◽  
Minoru Kimura ◽  
Ryouji Nishio ◽  
Yutaka Ando

Author(s):  
W. K. van Wijngaarden ◽  
F. J. Vermolen ◽  
G. A. M. van Meurs ◽  
C. Vuik

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