According to him, the company has hired an ideology limited to soil test to determine the relationship between weight and volume of the soil. In construction, earthworks and land reclamation. For gardens and accommodation, the Ministry of Kanchanaburi. The company has been testing and analysis has been completed. Therefore the effect of the compound on the opportunity.
concluded that The soil in the vicinity of good quality and suitable for the construction of retaining walls. The company is seeking a change from the original soil line. The soil excavated from the site. For the construction of retaining walls and brick replacement. The results from the Be attributed to soil engineering soil test results that are equal to the angle of internal friction coefficient 22.5˚ lateral earth pressure equal to 0.446 and the pressure exerted on the soil side of the wall is equal to 25.249 KN / M². The company hopes The study was conducted to determine the relationship between weight and volume of the soil. Will be valuable for the design of concrete retaining wall, right next to it.
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