The objective of this research was to study the strength of community and the way to strengthen community based on self-sufficiency economy. The data were collected through the sample in 145 households at Chalermkiatpattana Village Huay Sat Yai Sub-district Hua Hin District Prachuapkhirikhan Province. The study discovered the following results: 1. The average rating scale of communitys strength of Chalermkiatpattana Village Huay Sat Yai Sub-district Hua Hin District Prachuapkhirikhan Province was at high level (71.5%). When considering the strength factors individually the result was found that; -The rating scale of strength in Learning Process and Religion and Culture were at high level 73% and 81% respectively. -The rating scale of strength in Self-sufficiency Economy of the Community was at moderate level (60.5%). 2. The ways to strengthen community of Chalermkiatpattana village Huay Sat Yai Sub-district Hua Hin District Prachuapkhirikhan Province were based on self-sufficiency economy concerning with 3 factors; Learning Process Religion and Culture and Selfsufficiency Economy of the Community. The results of these factor relationships were; -The relationship of Self-sufficiency Economy of the Community and Learning Process was at high level (r=.794). -The relationship of Self-sufficiency Economy of the Community and Religion and Culture was at high level (r=.729). -The relationship of Learning Process and Religion and Culture was at high level (r=.723). The Self-sufficiency Economy of the Community (r=.950) the Learning process (r=.901) and the Religion and Culture (r=.913) had a high level of relationship with the strength of community.

จากการทดลองวิจัยพบว่าตัวอย่างดินที่ใช้ในงานวิจัยมีกำลังของดินเพิ่มขึ้นตามร้อยละปริมาณปูนที่เพิ่มขึ้นตามลำดับค่าอยู่ในช่วง 24.55-104.22 ksc. ตัวอย่างดินทุกแหล่งที่มีส่วนผสมของปริมาณปูนร้อยละ 0-1 ทุกความชื้นเมื่อนำไปแช่น้ำไม่สามารถก่อตัวขึ้นรูปอยู่ได้ ดินที่มีส่วนผสมของปริมาณปูนร้อยละ 5-10 ทุกความชื้อเมื่อนำไปแช่น้ำ มีร้อยละการเปลี่ยนแปลงปริมาตรอยู่ที่ 5.92-12.5 และดินที่มีส่วนผสมของปริมาณปูนร้อยละ 20 ของทุกความชื้นเมื่อนำไปแช่น้ำมีร้อยลการเปลี่ยนแปลงปริมาตรอยู่ที่ 0.01-6.96 และจากผลการทดสอบการดูดซึม น้ำพบว่าตัวอย่างดินทุกแห่งที่มีส่วนผสมของปูนปริมาณปูนร้อยละ 0-1 ทุกความชื้น เมื่อนำไปแช่น้ำไม่สามารถก่อตัวขึ้นรูปอยู่ได้ ดินที่มีส่วนผสมของปริมาณปูนร้อยละ 5-20 ทุกความชื้อ เมื่อนำไปแช่น้ำมีร้อยละการดูดซึมน้ำร้อยละ 10.25-19.95

This paper presented a study on the strength and chloride resistance of mortars made with ternary blends of ordinary Portland cement (OPC) ground palm oil fuel ash (POA) and classified fly ash (FA). The mortar mixtures were made with Portland cement type I containing 0-40wt% FA and POA. FA and POA with 1wt%-3wt% retained on a sieve No.325 were used. The compressive strength and rapid chloride penetration depth of mortars were determined. The results reveal that the use of ternary blended cements produces good strength mortars. The use of the blend of FA and POA also produces high strength mortars and excellent resistance to chloride penetration owing to the synergic effect of FA and POA. A mathematical analysis and two-parameter polynomial model were presented to predict the compressive strength. The mathematical model correlated well with the experimental results. The computer 3-D graphics of strength of the ternary blended mortars were also constructed and could be used to aid the understanding and the proportioning of the blended system.

This paper presents a study of the strength porosity and corrosion resistance of mortars made with ternary blends of ordinary Portland cement (OPC) ground rice husk ash (RHA) and classified fly ash (fine fly ash FA). Compressive strength porosity and accelerated corrosion with impressed voltage (ACTIV) were tested. The results show that the use of ternary blend of OPC RHA and FA produces mortars with improved strengths at the low replacement level with RHA and FA and at the later age in comparison to that of OPC mortar. The porosity of mortar containing pozzolan reduces with the low replacement level of up to 20% of pozzolan but increases with the 40% replacement level. The chloride induced corrosion resistance of mortar as measured by ACTIV is however significantly improved with the use of both single pozzolan and the ternary blend OPC RHA and FA. The corrosion resistance of ternary blend mortar is higher than that of mortar containing single pozzolan. The use of ternary blend OPC RHA and FA is very effective in enhancing chloride induced corrosion of mortar.

This research presents a study of the compressive strength tensile strength flexural strength and water absorption of Cellular Lightweight Concrete containing fine rice hush-bark ash. Portland cement (CT) is partially replaced with pozzolans 20 30 and 40% by weight of the cementitious materials. The results show that the compressive strength tensile strength flexural strength and low water absorption of Cellular Lightweight Concrete improves substantially with partial replacement of Portland cement with rice hush-bark ash. Cellular Lightweight Concrete mix cement containing 20 and 30% of pozzolans can be used to make cementitious materials