Soil Moisture Retention Characteristics Of Saprock From The Weathering Profile Over A Biotite-Muscovite Granite In Peninsular Malaysia

Warta Geologi Pub Date : 2021-12-29 DOI:10.7186/wg473202104
J. K. Raj
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Abstract

The weathering profile at the slope cut near Km 16 of the Kuala Lumpur - Ipoh trunk road can be differentiated into an upper, 11.8 m thick pedological soil (zone I) and a lower, 31.9 m thick saprock (zone II) comprising silty sandy gravels that distinctly preserve the minerals, textures and structures of the original granite. In order to investigate the influence of particle size distributions on soil moisture retention characteristics, saprock samples were collected at depths of 26.53 m (Sample A), 31.29 m (Sample B) and 41.93 m (Sample C). Samples A and B, with porosities of 37%, comprise 33% gravel, 27% sand, 22% silt and 18% clay, and 31% gravel, 24% sand, 25% silt and 22% clay, respectively. Sample C with a porosity of 44% consists of 24% gravel, 28% sand, 38% silt and 10% clay. Tests with the pressure plate method show increasing suctions from 0 kPa through 0.98 kPa and 9.8 kPa to 33 kPa and 1,500 kPa to result in gravimetric soil moisture retentions of 31.9% through 28.6% and 23.3% to 16.9% and 6.8% in sample A, of 32.1% through 24.9% and 21.5% to 17.8% and 7.4% in sample B, and of 31.5% through 30.3% and 27.30% to 23.5% and 9.5% in sample C. Regression analyses of gravel, sand and clay contents plotted against moisture contents retained at high suctions (33 kPa and 1,500 kPa) yield negative trends with variable correlation coefficients (R2), though plots involving silt contents yield positive trends with large correlation coefficients (R2 >0.9966). It is concluded that adsorption of water on surfaces of silt sized particles (of mainly sericite derived from weathering of feldspars) that gives rise to the retention of soil moisture in saprock.
马来西亚半岛黑云母-白云母花岗岩风化剖面上腐石的土壤持湿特征
吉隆坡-怡保主干道16公里附近的斜坡的风化剖面可以区分为上部11.8米厚的土壤(I区)和下部31.9米厚的腐土(II区),其中包括粉质沙质砾石,明显保留了原始花岗岩的矿物、纹理和结构。为了研究粒径分布对土壤持水特性的影响,在26.53 m (A样品)、31.29 m (B样品)和41.93 m (C样品)采集了土壤样品,样品A和B的孔隙度为37%,分别为33%砾石、27%砂土、22%粉砂和18%粘土,以及31%砾石、24%砂土、25%粉砂和22%粘土。C试样孔隙度为44%,由24%的砾石、28%的砂、38%的粉砂和10%的粘土组成。压板法试验表明,从0 kPa到0.98 kPa,从9.8 kPa到33 kPa,再到1500 kPa,吸力增加后,试样A的土壤重力保湿率从31.9%到28.6%,从23.3%到16.9%和6.8%,试样B从32.1%到24.9%,从21.5%到17.8%和7.4%,试样c从31.5%到30.3%,从27.30%到23.5%和9.5%。在高吸力(33 kPa和1500 kPa)下,砂和粘土含量与水分含量的关系呈负相关(R2),而粉土含量的关系呈正相关(R2 >0.9966)。由此得出结论,水在粉砂状颗粒(主要是长石风化产生的绢云母)表面的吸附导致了腐石中土壤水分的滞留。
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