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International Journal of Geosynthetics and Ground Engineering
Erschienen in: International Journal of Geosynthetics and Ground Engineering 3/2021

01.09.2021 | Original Paper

Application of Jute–Polypropylene Blended Geotextile in Black Cotton Soil Subgrade for Low Volume Road Construction

verfasst von: Mahuya Ghosh, Rumki Saha, Monimoy Das

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 3/2021

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Abstract

To assess the suitability of a newly developed jute–polypropylene blended jute geotextile (JGT) in expansive black cotton (BC) soil as road-subgrade for low volume road construction, several laboratory-based studies were carried out, viz., the effect of pressure on the thickness of the geotextile fabric, long-duration biodegradability of it in saturated BC soil, microscopic study on the biodegraded blended JGT fabrics and finally a moderately long-duration California Bearing Ratio (CBR)-study incorporating experimental geotextile/s inside the compacted BC soil subgrade. Comparative performance of a commercial synthetic geotextile was also studied under similar conditions as that of the blended JGT for determination of the thickness profiles and CBR-study. Biodegradability study reveals that the blended JGT (composed of 77% jute by weight) retains around 81% and 67% of its initial tensile strengths in warp and weft directions respectively, even after remaining embedded in 100% saturated BC soil for 15 months. It has been experimentally found that this blended JGT for single layer application causes about 44% maximum CBR improvement over only soil system. The findings recommend that the blended JGT can be an economical and environment-friendly substitute of 100% synthetic geotextiles in the construction of low volume roads constructed over BC soil subgrade. The extent of CBR improvement and mechanism of reinforcement obtained from this study can guide the road engineers for the design of roads along with supporting field data.
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Literatur
1.
Murthy RS, Bhattacharjee JC, Landey RJ et al (1982) Distribution, characteristics and classification of vertisols. Vertisols and rice soils of the tropics. In: Proceedings of 12th international congress of soil science. Indian Society of Soil Science, New Delhi, pp 3–22
2.
Mir BA (2002) The effect of fly ash on the engineering properties of black cotton soils. ME Dissertation, Indian Institute of Science, India
3.
IRC-SP 72:2015 Guidelines for the design of flexible pavements for low volume rural roads
4.
Chen FH (1988) Foundations on expansive soils, 2nd edn. Elsevier Science Publications, New York
5.
6.
7.
8.
Giroud JP, Noiray L (1981) Geotextile-reinforced unpaved road design. J Geotech Eng Div ASCE 107(GT9):1233–1254
9.
Miura N, Sakai A, Taesiri Y, Yamanouchi T, Yasuhara K (1990) Polymer grid reinforced pavement on soft clay grounds. Geotext Geomembr 9:99–123CrossRef
10.
Som N, Sahu RB (1999) Bearing capacity of a geotextile-reinforced unpaved road as a function of deformation—a model study. Geosynth Int 6(1):1–17CrossRef
11.
Hufenus R, Rueegger R, Banjac R, Mayor P, Springman SM, Brönnimannd R (2006) Full-scale field tests on geosynthetic reinforced unpaved roads on soft subgrade. Geotext Geomembr 24:21–37CrossRef
12.
Yang S-H, Al-Qadi IL (2007) Cost-effectiveness of using geotextiles in flexible pavements. Geosynth Int 14(1):2–12CrossRef
13.
Abu-Farsakh M, Hanandeh S, Mohammad L, Chen Q (2016) Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads. Geotext Geomembr 44:845–853CrossRef
14.
Vessely MJ, Wu JTH (2002) Feasibility of geosynthetic inclusion for reducing swelling of expansive soils. Transp Res Rec 1787(1):42–52CrossRef
15.
Ravi K, Dash SK, Vogt S, Braeu G (2014) Behaviour of geosynthetic reinforced unpaved roads under cyclic loading. Indian Geotech J 44(1):77–85CrossRef
16.
Ramaswamy SD, Aziz MA (1989) Jute geotextile for roads. In: Varma CVJ, Saxena KR, Sharma DK (eds) Geotextiles. CBIP, New Delhi, pp 259–266
17.
Sarsby RW (2007) Use of ‘limited life geotextiles’ (LLGs) for basal reinforcement of embankments built on soft clay. Geotext Geomembr 25(4–5):302–310CrossRef
18.
Sahu RB, Hajra HK, Som N (2004) A laboratory study on geojute reinforced soil bed under cyclic loading. In: Ramana Murty V, Harikrishna P, Devapratap (eds) Ground engineering- emerging techniques (GREET). Indian Geotechnical Society, Warangal, pp 449–452
19.
Rao GV, Dutta R (2004) Coir products in ground improvement. In: Ramana Murty V, Harikrishna P, Devapratap (eds) Ground engineering- emerging techniques (GREET) Indian Geotechnical Society. Indian Geotechnical Society, Warangal, pp 440–443
20.
Basu G, Roy AN, Bhattacharyya SK et al (2009) Construction of unpaved rural road using jute-synthetic blended woven geotextiles—a case study. Geotext Geomembr 27:506–512CrossRef
21.
Vinod P, Minu M (2010) Use of coir geotextiles in unpaved road construction. Geosynth Int 17(4):220–227CrossRef
22.
Batra SK (1998) Other long vegetable fibers. In: Lewin M, Pearce EM (eds) Handbook of fiber chemistry, 2nd edn. Marcel Dekker Inc, New York, pp 551–553
23.
Ghosh M, Venkatappa Rao G, Chakrabarti SK et al (2019) Biodegradability study to develop longer life jute geotextiles for road applications. Text Res J 89(19–20):4162–4172CrossRef
24.
25.
Ghosh SN, Chatterjee PK, Ghosh Satya N et al (1993) Controlling soil erosion by geojute application. Textile Trends 5:31–38
26.
Chatterjee PK, Datta U, Ghosh SN et al (1994) Jute geotextiles and their applications. In: International symposium on biocomposites and blends based on jute and allied fibres, IJIRA/UNDP, New Delhi, pp 43–49
27.
Sanyal T, Chakraborty K (1994) Application of a bitumen-coated jute geotextile in bank protection works in the Hooghly estuary. Geotext Geomembr 13(2):127–132CrossRef
28.
Datta U, Chatterjee PK, Mukherjee B (1996) Application and development of jute geotextiles. In: Proceedings of 19th technological conference of IJIRA, IJIRA, Kolkata, pp i1–i10
29.
Banerjee PK, Sampath Kumar JP, Venkatappa Rao G (1997) Characteristics of the Brecodrain for soft soil consolidation. In: Varma CVJ, Venkatappa Rao G, Rao ARG (eds) Geosynthetics Asia’97, Oxford & IBH Publishing Co Pvt Ltd, New Delhi, pp VI.3-VI.24
30.
Venkatappa Rao G, Sampath Kumar JP, Banerjee PK (2000) Characterization of a braided strip drain with coir and jute yarns. Geotext Geomembr 18(6):367–384CrossRef
31.
Ghosh M, Banerjee PK, Venkatappa Rao G (2010) Development of asphalt overlay fabric from jute. J Text Inst 101:431–442CrossRef
32.
Som N, Sahu RB (2003) Jute geotextile in road and structural foundations. In: Sanyal T and Sur D (eds) Applications of jute geotextile and innovative jute products, Jute Manufactures Development Council, Kolkata, pp 17–34
33.
Banerjee PK, Ghosh M (2008) Studies on jute-asphalt composites. J Appl Polym Sci 109(5):3165–3172CrossRef
34.
Saha P, Roy D, Manna S et al (2012) Durability of transesterified jute geotextiles. Geotext Geomembr 35:69–75CrossRef
35.
Chakrabarti SK, Saha SG, Paul P et al (2016) Specially treated woven jute geotextiles for river bank protection. Indian J Fibre Text Res 41:207–211
36.
Mittal S, Sharma AK, Kumar B (2006) Behaviour of black cotton soil with bio-degradable reinforcement. Indian Highw 34(2):5–12
37.
Report on Pradhan Mantri Gram SadhakYojna (PMGSY) pilot project with jute geotextiles (2012) Central Road Research Institute (CRRI), New Delhi, India
38.
State-of-the-art-report: use of jute geotextiles in road construction and prevention of soil erosion/landslides (2012) Indian Roads Congress, Publication code no.: HRB SR No.21, New Delhi, India
39.
Ghosh M, Venkatappa Rao G, Sarma US (2020) Laboratory performance evaluation of new jute geotextiles for low volume roads under static and cyclic loads. Indian J Geosynth Ground Improv 9(2):10–24
40.
IS 570:1964 (Reaffirmed 2000) Methods for determination of universal count of jute yarn (revised).The Bureau of Indian Standards, New Delhi, India
41.
ASTM D1059 (2017) Standard test method for yarn number based on short-length specimens. ASTM International, USA
42.
IS:832 (Part 2) (2011) Textiles—determination of twist in yarns: untwist/retwist method for single spun yarns (2nd revision).The Bureau of Indian Standards, New Delhi, India
43.
ISO 17202:2002 (Reviewed in 2019) Textiles—determination of twist in single spun yarns: untwist/retwist method, International Organization for Standardization, Geneva, Switzerland
44.
IS: 1670:1991 (Reaffirmed 2002) Textiles—yarn-determination of breaking load and elongation at break of single strand. The Bureau of Indian Standards, New Delhi, India
45.
ASTM D2256/D2256M (2010) (Reapproved in 2015) Standard test method for tensile properties of yarns by the single-strand method. ASTM International, USA
46.
ASTM D5261 (2010) Standard test method for measuring mass per unit area of geotextiles. ASTM International, USA
47.
ASTM D5199 (2012) Standard test method for measuring the nominal thickness of geosynthetics. ASTM International, USA
48.
ASTM D4595 (2011) Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM International, USA
49.
ASTM D5035 (2011) Standard test method for breaking force and elongation of textile fabrics (strip method). ASTM International, USA
50.
ASTM D4533 (2015) Standard test method for trapezoidal tearing strength of geotextiles. ASTM International, USA
51.
ASTM D4751 (2016) Standard test method for determining apparent opening size of a geotextile
52.
ASTM D6241 (2014) Standard test method for the static puncture strength of geotextiles and geotextile-related products using a 50-mm probe. ASTM International, USA
53.
ISO 13433 (2006) Geosynthetics—dynamic perforation test (cone drop test). International Organization for Standardization, Geneva, Switzerland
54.
ASTM D4491 (2017) Standard test method for water permeability of geotextiles by permittivity. ASTM International, USA.
55.
IS 2720 (Part 5) (1985) (Reaffirmed 2006) Method of tests for soils -determination of liquid and plastic limit. The Bureau of Indian Standards, New Delhi, India
56.
ASTM D4318 (2017) Standard test method for liquid limit, plastic limit and plasticity index of soil. ASTM International, USA
57.
IS: 2720 (Part 6) (1972) (Reaffirmed 2001) Method of tests for soils—determination of shrinkage factors. The Bureau of Indian Standards, New Delhi, India
58.
IS: 2720 (Part 4) (1985) (Reaffirmed 2006) Method of test for soils—grain size analysis. The Bureau of Indian Standards, New Delhi, India
59.
ASTM D6913/D6913M (2017) Standard test method for particle size distribution (gradation) of soils using sieve analysis. ASTM International, USA
60.
ASTM D7928 (2017) Standard test method for particle size distribution (gradation) of fine-grained soils using sedimentation (Hydrometer) analysis. ASTM International, USA
61.
IS: 1498 1970-Reaffirmed (2007) Classification and identification of soils for general engineering purposes. The Bureau of Indian Standards, New Delhi, India
62.
ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (Unified soil classification system). ASTM International, USA
63.
IS: 2720 (Part 7) (1980) Reaffirmed 2011. Method of test for soils—determination of water content-dry density relation using light compaction. The Bureau of Indian Standards, New Delhi, India
64.
ASTM D698 (2012) Standard test method for laboratory compaction characteristics of soil using standard effort. ASTM International, USA
65.
IS: 2720 (Part 40) (1977) (Reaffirmed 2002). Method of tests for soils—determination of free swell index. The Bureau of Indian Standards, New Delhi, India
66.
IS:2720 (part-16) (1987) Methods of test for soil: Laboratory determination of CBR. 2nd revision. The Bureau of Indian Standards, New Delhi, India
67.
ASTM D1883 (2016) Standard test method for California Bearing Ratio (CBR) of laboratory-compacted soils. ASTM International, USA
68.
Asuri S, Keshavamurthy P (2016) Expansive soil characterisation: an appraisal. INAE Lett 1:29–33CrossRef
69.
70.
Basu SN, Bose RG (1956) Decomposition of jute and cellulose by aerobic bacteria, Part-I: the influence of environmental conditions and associated substances. J Text Inst 47:T329–T347CrossRef
71.
Basu SN (1948) Fungal decomposition of jute fibre and cellulose. J Text Inst 39:T232–T248CrossRef
72.
Rao GV, Balan K (1996) Durability of jute fabric. In: Venkatappa Rao G, Banerjee PK (eds) Proceedings of international seminar and technomeet- environmental geotechnology with geosynthetics. The Asian Society for Environmental Geotechnology, New Delhi, pp 348–357
73.
Sarsby RW, Ali M, DeAlwis R, et al (1992) Low cost soil reinforcement for developing countries. In: Gulrajani ML (ed), Proceedings of International Conference on Non-wovens, The Textile Institute, North India Section, New Delhi, pp 297–310
74.
Nguyen MD, Yang KH, Lee SH et al (2013) Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression. Geosynth Int 20(3):207–225CrossRef
75.
Keller G, Berry J (2015) The long history of geosynthetics use on forest roads. Transp Res Rec 2473:242–249CrossRef
76.
Metadaten
Titel
Application of Jute–Polypropylene Blended Geotextile in Black Cotton Soil Subgrade for Low Volume Road Construction
verfasst von
Mahuya Ghosh
Rumki Saha
Monimoy Das
Publikationsdatum
01.09.2021
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 3/2021
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-021-00301-x

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