Publikasi

Berikut beberapa naskah yang berhasil dipublikasi baik dalam jurnal international/nasional, dan seminar international/nasional. Semoga bermanfaat. Beberapa naskah dapat diunduh, jika menginginkan naskah lainnya silahkan untuk menghubungi melalui: muntohar@yahoo.com

International Journal/Book

Manuscripts Being Reviewed

Muntohar, A.S., and Liao, H.J., 2007, “Probabilistics analysis of rainfall infiltration induced landslides during tyhoon at mountain-road in Taiwan”, in Preparation to be submitted to Engineering Geology.

Muntohar, A.S., and Liao, H.J., 2007, “Analysis of rainfall induced infinite slope faliure during tyhoon using hydrological-geotechnical model”, Being Reviewed in Environmental Geology.

Muntohar, A.S., and Liao, H.J., 2007, ” A model to predict the reoccurence time of typhoon induced landslides along mountain road in Taiwan”, Being Reviewed in Geomorphology.

Journal

[1]            Muntohar, A.S., XXXX, Discussion on “Behavior of Expansive Clay of Ngawi Region (East Java) Under Water Content Variation”. Accepted for Publication in Civil Engineering Dimension (peer-reviewed journal)

[2]            Muntohar, A.S., XXXX, Strength Distribution and Load-Settlement Characteristic of Improved Soft soil Using Lime-Column. Accepted for Publication in Civil Engineering Dimension (peer-reviewed journal)

[3]            Muntohar, A.S., 2009, Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil, Civil Engineering Dimension, Vol. 10 No. 1, pp: 132-40.

[4]            Muntohar, A.S., and Liao, H.J., 2009, Analysis of rainfall induced infinite slope failure during typhoon using a hydrological – geotechnical model. Environmental Geology, Vol. 56 No.1, pp. 1145-1159.

[5]            Muntohar, A.S., and Hashim, R., 2008, Effect of sand fraction on the behaviour of sand-bentonite mixtures, Jurnal Rekayasa Sipil, Vol.1 No.1, pp. 53-60.

[6]            Widianti, A., Hartono, E., and Muntohar, A.S., 2008, Studi Model Embankment Tanah dengan Campuran Kapur – Abu Sekam Padi dan Serat Karung Plastik (Model studies of embankment improved with rice husk ash – lime – and plastic fiber mixtures), Jurnal Dinamika Teknik Sipil, Vol. 8 No. 2, pp. 118-126.

[7]            Muhammad, A., and Muntohar, A.S., 2007, Uses of lime – rice husk ash and plastic fibers as mixtures-material in high-plasticity clayey subgrade: A preliminary study, Jurnal Semesta Teknika, Vol. 10 No. 2, November 2007, pp. 111-125.

[8]            Widianti, A., Hartono, E., and Muntohar, A.S., 2007, Kekuatan geser campuran tanah – kapur – abu sekam padi dengan inklusi kadar serat karung plastik yang bervariasi, Vol. 10 No. 1, May  2007, pp. 1-13.

[9]            Muntohar, A.S., 2006, The swelling of expansive subgrade at Wates-Purworejo roadway, Sta. 8+12, Jurnal Dimensi Teknik Sipil, Vol. 8 No. 2, pp: 106-110.[Download here: Full paper CED-0802-2006]

[10]            Muntohar, A.S., 2006, Mekanisme keruntuhan lereng tegak dan teknik perkuatannya dengan geotekstil (Failure Mechanism of Mechanically Stabilized Earth), Jurnal Teknik Sipil, Vol. 6 No.2, Desember 2006, pp. 51-66

[11]            Basha, E.A., Hashim, R., Mahmud H.B., and Muntohar, A.S., 2005, Stabilization of residual soil with rice husk ash and cement, Construction and Building Materials, Volume 19 (6), July 2005, 448-453.

[12]        Muntohar, A.S., and Hashim, R., 2005, Determination of plastic limit using cone penetrometer: Re-appraisal, Jurnal Teknik Sipil, Vol. 11 No. 3, 92-98.

[13]        Muntohar, A.S., and Hashim, R.,  2005, A new formula for rate of swelling of expansive clay soils, Jurnal Semesta Teknika, Volume 9, No. 2, November 2005, pp. 111-125.

[14]        Muntohar, A.S., 2005, Geotechnical properties of rice husk ash enhanced lime-stabilized expansive clay, Jurnal Media Komunikasi Teknik Sipil, Volume 13, No. 3, 1-11.

[15]        Muntohar, A.S., 2005, The influence of molding water content and lime content on the strength of stabilized soil with lime and rice husk ash, Civil Engineering Dimension, Vol. 7 No. 1, 1-6.

[16]        Muntohar, A.S., 2004, Penurunan konsolidasi embankment di atas tanah lempung lunak (The Consolidation-settlement of embankment constructed on soft clay soils), Jurnal Semesta Teknika, Vol. 7 No. 2, November 2004, pp. 111-125, (in Indonesian with English Abstract).

[17]        Basha, E.A., Hashim, R., and Muntohar, A.S., 2004, Stabilization of clay and residual soils using cement – rice husk ash mixtures, Jurnal Teknik Sipil, Vol. 5 No.1, pp. 51-66.

[18]        Basha, E.A., Hashim, R., and Muntohar, A.S., 2003, Effect of the cement – rice husk ash on the plasticity and compaction of soil, Electronic Journal of Geotechnical Engineering, Vol. 8, 2003 — Bundle A. [http://www.ejge.com/2003/Ppr0304/Abs0304.htm]

[19]        Muntohar, A.S., 2003, Swelling and compressibility characteristics of the soil – bentonite mixtures, Civil Engineering Dimension, Vol. 5 No. 2, pp. 93-98.

[20]        Muntohar, A.S., 2003, A Simple predictive model for swelling potential of expansive clay soils, Jurnal Teknik Sipil, Vol. 9, No. 2 pp. 263-275.

[21]        Muntohar, A.S., 2002, Utilization of uncontrolled burnt rice husk ash in soil improvement, Jurnal Dimensi Teknik Sipil, Vol. 4 No. 2, pp. 100-105.

[22]        Muntohar, A.S., 2002, Swelling potential of improved expansive soil with lime and RHA, Jurnal Teknik Sipil , Vol. 3 No. 2, June 2002, pp. 53-64.

[23]        Muntohar, A.S., 2002, Geotechnical hazards in ground and groundwater contamination, Jurnal Semesta Teknika, Vol. 1 No. 6, pp. 1-7.

[24]        Muntohar, A.S., and Abidin, Z., 2001, A comparative study of different additive on the index properties of expansive soils, Jurnal Semesta Teknika, Vol. 4 No. 2 November 2001 pp. 59-67.

[25]        Muntohar. A.S, and Hantoro, G., 2000, Influence of lime and rice husk ash on the engineering properties of clayey subgrade, Electronic Journal of Geotechnical Engineering (EJGE), Vol. 5 – 2000, Oklahoma State University (www.ejge.com)

[26]        Muntohar, A.S., 2000, Evaluation of the usage of plastic sack rubbish as fabric in expansive embankment stabilization, Jurnal Semesta Teknika, Vol. 3 No. 2, November 2000, pp. 85-95.

[27]        Muntohar, A.S., 2000, Utilization of lime for subgrade improvement, Jurnal Semesta Teknika, Vol. 3 No. 1, March 2000, pp. 1-7.

[28]        Muntohar, A.S., 1999, Geogrid untuk perkuatan perkerasan kaku (Uses of geogrid for reinforcement of rigid pavement), Jurnal Semesta Teknika , Vol. 1 No. 2, November 1999, pp. 1-10

[29]        Muntohar, A.S., 1999, Abu sekam padi untuk stabilisasi tanah lempung (Stabilization of clay soil with rice husk ash), Jurnal Wahana Teknik, Vol. 1, No. 2, Agustus 1999, pp. 1-10

Seminar/Conference

[30] Muntohar, A.S., 2009, Proposal Ambang Hujan untuk Peringatan Dini Tanah Longsor (A Proposal of Rainfaal Threshold for Landslide Early Warning System), Seminar/Workshop Research Apllication on Disaster and Humanitarian, Institute Research for Community Development, University Club Universitas Gadjah Mada, 19 Desember 2009. [Dowload here: IRCD_Full Paper]

[31]            Wardani, S.P.R., and Muntohar, A.S., Learning from Recent Geotechnical Disaster in Indonesia. Keynote Paper for 17th SEAG Conference Taipei, 10-13 May 2010.

[32]            Muntohar, A.S., and Wardani, S.P.R., Liquefaction Potential Post-Earthquake in Yogyakarta. Accepted for 17th SEAG Conference Taipei, 10-13 May 2010.

[33]        Muntohar, A.S., 2009, Evaluation of Peak Ground Acceleration Using CPT Data for Liquefaction Potential, 4th Annual International Workshop & Expo on Sumatra Tsunami Disaster & Recovery 2009, Banda Aceh, 23-25 Novmber 2009. [Download here: Full Paper AIWEST-DR 2009]

[34]        Muntohar, A.S., and Suryolelono, K.B., 2009, Reliability of the Method for Determination of Coefficient of Consolidation (c_v), Annual Scientific Meeting of Indonesian Society of Geotechnical Engineer, November 2009, Denpasar, Bali.[Download here: Full Paper PIT HATTI 2009]

[35]        Muntohar, A.S., and Liao, H.J., 2009, Lateral movement of the tie-back wall in alluvial soil, Proceeding 6^th International Conference Numerical Analysis in Engineering, Lombok Island, Indonesia, 15-16 May 2009.[Download here: Full Paper NAE2009]

[36]        Muntohar, A.S., Muhammad, A., Dinor, S., and Damanhuri, 2009, Potensi likuifaksi tanah berpasir di sekitar kolom-kapur (Liquefaction potential of improved sand with lime-column). Proceeding Konferensi Nasional Teknik Sipil 3 (KoNTekS 3)  – Universitas Pelita Harapan Jakarta, 6 – 7 May 2009.[Download here: Full paper Konteks3-G013]

[37]        Widianti, A., Hartono, E., dan Muntohar, A.S., 2009, Kuat Tekan dan Kuat Tarik Tanah dengan Campuran Kapur-Abu Sekam Padi-Serat Karung Plastik, Konferensi Nasional Teknik Sipil 3 (KoNTekS 3) – Universitas Pelita Harapan Jakarta, 6 – 7 May 2009.

[38]        Widianti, A., Hartono, E., dan Muntohar, A.S., 2009, Studi Model Embankment Tanah Lempung dengan Stabilisasi Kapur-Abu Sekam padi dan Serat Karung Plastik yang Dicampur dalam Berbagai Konfigurasi, Konferensi Nasional Teknik Sipil 3 (KoNTekS 3) – Universitas Pelita Harapan Jakarta, 6 – 7 May 2009.

[39]        Muntohar, A.S., Widianti, A., Oktoviar, E., Hartono, E., and Diana, W., 2008, Aplikasi teknik kolom-semen (cement-column) pada tanah berpasir. Proceeding Seminar Nasional Sains dan Teknologi II (SATEK2), Universitas Lampung, Lampung, 17-18 November 2008.

[40]        Muntohar, A.S., Muhammad, A., Damanhuri, and Dinor, S., 2008, Karaktersitik kekuatan tanah berpasir di sekitar kolom-kapur ( lime-column). Proceeding Seminar Nasional Sains dan Teknologi II (SATEK2), Universitas Lampung, Lampung, 17-18 Novemver 2008.

[41]        Muntohar, A.S., and  Hashim, R., 2008, Durability of the stabilized clay with lime and rice husk ash for roadway subgrade, Proceeding Konferensi Nasional Teknik Sipil 2 (KoNTekS 2)  – Universitas Atma Jaya Yogyakarta, 6 – 7 June 2008

[42]        Muntohar, A.S., 2008, Karakteristik kuat tarik tanah dengan stabilisasi kapur-abu sekam padi dan serat karung plastik, Proceeding Konferensi Nasional Teknik Sipil 2 (KoNTekS 2)  – Universitas Atma Jaya Yogyakarta, 6 – 7 Junie2008

[43]        Muntohar, A.S., and Liao, H.J., 2007, A prediction method for typhoon induced landslides along Alishan mountain road in Taiwan. 4th International Conference on Disaster Prevention and Rehabilitation, 10-11 September 2007, Universitas Diponegoro, Semarang, Indonesia.

[44]        Muntohar, A.S., and Liao, H.J.,  2006, Stress distribution of the soil surrounding lime-column, 4^th International Conference on Soft Soil Engineering, 2-6 October 2006, Canada, pp. 315-319.

[45]        Muntohar, A.S., 2004, Uses of RHA to enhanced lime-stabilised clay soil, International Conference of Geotechnical Engineering, 2-6 October 2004, University of Sharjah, United Arab Emirate.

[46]        Basha, E.A., Hashim, R., Mahmud, H., and Muntohar, A.S., 2004, Engineering properties of rice husk ash enhanced cement modified residual soil, The 2nd International Conference on Concrete Engineering and Technology (CONCET2004), 19 – 21 April 2004, Langkawi, Malaysia.

[47]        Muntohar, A.S., 2003, Inclusion of random rubbish-fiber as temporary embankment reinforcement, The 6th National Conference on Road Engineering, 6-8 October 2003, Jakarta, Indonesia

[48]        Muntohar, A.S., 2003, Lime-column in expansive soil: a study on the compressive strength, The International Conf. on Civil Engineering (ICCE), 1-3 October 2003, Brawijaya University, Malang, Indonesia.

[49]        Basha, E.A., Hashim, R., Mahmud, H., and Muntohar, A.S., 2003, Use of rice husk ash and cement to improve the geotechnical properties of residual soil, The International Conf. on Civil Engineering (ICCE), 1-3 October 2003, Brawijaya University, Malang, Indonesia.

[50]        Muntohar, A.S., & Hashim, R., 2003, Swelling behaviour of engineered clay soil, The 2nd International Conference on Advances in Soft Soil Engineering and Technology (ASSET2), 2 – 4 July 2003, Putra Jaya, Malaysia.

[51]        Muntohar, A.S., 2003, Engineering behaviour of rice husk ash blended soil and its potential as road base construction, 21st ARRB Transport Research and 11th REAAA Conference, 18 – 23 May 2003, Cairns, Australia. Proceedings – Conference of the Australian Road Research Board Volume 21, 2003, Pages 1295-1301

[52]        Muntohar, A.S., 2002, Improvement of the Bearing of Soil By Using Lime – Rice Husk Ash, The 2nd International Conference on Geotechnical and Geo environmental Engineering in Arid Lands (GEO2002), 6-9 October 2002, Riyadh, Saudi Arabia.

[53]        Muntohar, A.S., and Hashim, R., 2002, A study of expansive clay treated with LRHA, 2nd World Engineering Congress (WEC2002), 22-25 July 2002, Sarawak, Malaysia.

[54]        Muntohar, A.S., & Hashim, R., 2002, Silica waste utilization in ground improvement: A study of expansive soil treated with LRHA, The 4th International Conference on Environmental Geotechnics (4ICEG), 11-15 August 2002, Rio de Janeiro, Brazil.

[55]        Muntohar, A.S., 2001, Swelling characteristics of expansive clay stabilized with LRHA, Seminar Nasional Bidang Keteknikan (National Seminar on Engineering Science), 22 February 2001, Muhammadiyah University of Yogyakarta, Indonesia.

[56]        Muntohar, A.S., and Hantoro, G., 2000, Influence of blended lime and rice husk ash on the engineering properties of clayey sub-grade, The 6th National Conference on Road Engineering , 2 – 3 October 2000, Jakarta, Indonesia.

Books :

1. Landslides: Analysis – Prediction – Mitigation, 2009 — Text written in Bahasa Indonesia
2. Geotechnical Engineering: Soil Mechanics, 2008. — Text written in Bahasa Indonesia
3. Swelling Characteristics and Soil Improvement of Expansive Clay with LRHA, Research Report, University of Malaya, 2003.
4. Chapter 3 – Prediction and classification of expansive clay soils, in Expansive Soils Recent Advances in Characterization and Treatment, Amer Ali Al-Rawas and Mattheus F. A. Goosen (Editors), 2006.
5. Chapter 11 – Swelling rate of expansive clay soils, in Expansive Soils Recent Advances in Characterization and Treatment, Amer Ali Al-Rawas and Mattheus F. A. Goosen (Editors), 2006.
6. Chapter 30 – Swelling characteristics and improvement of expansive soil with rice husk ash, in Expansive Soils Recent Advances in Characterization and Treatment, Amer Ali Al-Rawas and Mattheus F. A. Goosen (Editors), 2006.
7. Brigde (co Author with Dr. Ir. Bambang Supriyadi,CES., DEA.), 2000. — Text written in Bahasa Indonesia
8. An Integrated Infiltration And Slope Stability Model For Predicting Rainfall Induces Landslides Along Mountain Road In Taiwan, Ph.D Dissertation, Taiwan Tech. University
9. Engineering Properties of Expansive Clay Enhanced with Lime – Rice Husk Ask Mictures, M.Eng.Sc. Thesis, University of Malaya

Paper Being Reviewed/Prepared to be Pubslished

Muntohar, A.S., and Liao, H.J., A model to predict reoccurence time of typhoon induced landslides along mountain road in Taiwan. Being Reviewed (Revision) in Geomorphology (SCI Journal)

Muntohar, A.S., and Liao, H.J., Rainfall Infiltration – Infinite Slope Model for Landslides during Rainstorm. Being Reviewed (Revision) in Natural Hazard (SCI Journal)

Paper in preparation:

Muntohar, A.S., and Liao, H.J., Probability-rainfall threshold for shallow landslide along a mountain road in Taiwan. In preparation to be submitted to Natural Hazard Earth Science and System (SCI Journal).

Muntohar, A.S., and Liao, H.J., Probability analysis of typhoon-induced shallow landslide along a mountain road in Taiwan. In preparation to be submitted to Engineering Geology (SCI Journal).

Muntohar, A.S., Effect of specimen size on the tensile strength of soil – lime – rice husk ash mixtures reinforced with plastic waste fibers. In preparation to be submitted to Geotechnical Testing Journal (SCI Journal)