Izvorni znanstveni članak
https://doi.org/10.5552/crojfe.2024.2214
Using Cyclic CBR Method to Determine Resilient Modulus of Hydraulic Binder Stabilised Road Pavement Base Layers
Péter Primusz
; University of Sopron Faculty of Forestry Institute of Geomatics and Civil Engineering Bajcsy-Zsilinszky u. 4. H-9400, Sopron HUNGARY
*
Balázs Kisfaludi
; University of Sopron Faculty of Forestry Institute of Geomatics and Civil Engineering Bajcsy-Zsilinszky u. 4. H-9400, Sopron HUNGARY
József Péterfalvi
; University of Sopron Faculty of Forestry Institute of Geomatics and Civil Engineering Bajcsy-Zsilinszky u. 4. H-9400, Sopron HUNGARY
* Dopisni autor.
Sažetak
The mechanistic-empirical (E-M) design of pavement structures requires knowledge of the elastic modulus of the layers comprising the structure. The necessary cyclic (dynamic) triaxial testing is expensive and cumbersome for low-volume forest and agricultural roads. Opiyo (1995) developed a method called cyclic CBR (cCBR) to determine the resilient modulus (Mr) of granular road construction materials using CBR testing equipment. The present study tested the cCBR method on silty, fine sand stabilised with lime and a lime-cement mixture. For the test, 24 test specimens were prepared by adding 3, 5 and 7% pure lime and a 70–30 lime-cement mixture at the targeted 8–23% water content. Three metrics were used to express the bearing capacity of the specimens: (1) the commonly used CBR% value, (2) the Mr value calculated as a function of load force and elastic deformation determined as a result of the cCBR test, and (3) the resilient modulus calculated from the CBR value. The experimental results showed that the initial water content had a greater effect on the bearing capacity than the binder dosage. The present study found the cCBR procedure to be feasible. The test results were converted to a resilient modulus value using the formula developed by Opiyo and Molenaar, respectively. The calculated resilient modulus values from the CBR value exhibited a wide variation. Uzan’s formula provided similar results to those calculated by Molenaar’s formula. A 250 m long experimental road section was also constructed to verify the laboratory data. Based on the laboratory tests, five different 50 m long stabilisation layers were built. The bearing capacity data measured with the handheld BC-1 LFWD and KUAB-FWD equipment verified Molenaar’s formula.
Ključne riječi
Hrčak ID:
311933
URI
Datum izdavanja:
12.1.2024.
Posjeta: 569 *