Road Maintenance Experience Using Polyurethane (PU) Foam Injection System and Geocrete Soil Stabilization as Ground Rehabilitation

Soft Soil Engineering International Conference 2015

Fakhar, A.M.M.^1 ; Asmaniza, A.^1

Maintenance Monitoring Department, PLUS Berhad, PLUS, Petaling Jaya

47301, Malaysia^1

关键词: Engineering constructions;    Extensive testing;    geocrete;    Injection systems;    Mechanical behaviour;    Polyurethane foams;    Soil stabilization;    Surrounding soils;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/136/1/012004/pdf
DOI  :  10.1088/1757-899X/136/1/012004

来源: IOP

【 摘 要 】

There are many types of ground rehabilation and improvement that can be consider and implement in engineering construction works for soil improvement in order to prevent road profile deformation in later stage. However, when comes to road maintenance especially on operated expressways, not all method can be apply directly as it must comply to opreation's working window and lane closure basis. Key factors that considering ideal proposal for ground rehabilitation are time, cost, quality and most importantly practicality. It should provide long lifespan structure in order to reduce continuous cycle of maintenance. Thus, this paper will present two approaches for ground rehabilitation, namely Polyurethane (PU) Foam Injection System and Geocrete Soil Stabilization. The first approach is an injection system which consists two-parts chemical grout of Isocynate and Polyol when mixed together within soil structure through injection will polymerized with volume expansion. The strong expansion of grouting causes significant compression and compacting of the surrounding soil and subsequently improve ground properties and uplift sunken structure. The later is a cold in-place recyclying whereby mixture process that combines in-situ soil materials, cement, white powder (alkaline) additive and water to produce hard yet flexible and durable ground layer that act as solid foundation with improved bearing capacity. The improvement of the mechanical behaviour of soil through these two systems is investigated by an extensive testing programme which includes in-situ and laboratory test in determining properties such as strength, stiffness, compressibility, bearing capacity, differential settlement and etc.