This study was conducted to investigate the strength of soil cement for varied curing temperatures (0,10,20,30,40,50,60$^{circ}C$) and cement content (3,6,9,12%) in four cement-stabilized soils (KY: sand, MH: sand, SS: sandy loam, JJ:loam). The experimental results obtained from unconfined compressive strength tests were as follows: 1. According to increase of curing temperature as 30,40,50, and 60$^{circ}C$, the unconfiened compressive strength of soil cement increased, the rate of increase in the early curing period was large, and around 120 hours was suifficient curing time to complete hardening. 2. The strength at 10$^{circ}C$ decreased to the rate of 30 to 40 percent than that of 20$^{circ}C$ while the strength at 0$^{circ}C$ was very small, strength of soil cement increased in cold weather unless that the temperature was below 0$^{circ}C$ 3. The average maximum temperature, about 30$^{circ}C$ during July and August in Korea may be recommended for a optimum construction period to increase the strength of soil cement. 4. Accelerated curing time that strength was equivalent to 28-Day norma1 curing decreased in accordance with the increase of curing temperature, and also accelerated curing decreased the effect of cement content. Accelerated curing that strength was equivalent to 28-day normal curing for soil cement of cement content 9% and temperature 60$^{circ}C$ was 45 hours; KY, 50 hours: MH, 40 hours; SS, 34 hours; JJ. 5. According to the increase of the percent passing of No. 200 sieve, accelerated curing times became shorter to become the required stength. 6. Relation between accelerated curing times and normal curing days was showeda linear of which slope decreased in accordance with the increase of curing temperature, it may be expressed as follows: (1). 30$^{circ}C$ t=3.6d+6(r=0.97) (2). 40$^{circ}C$ t=3.2d-5.1(r=0.95) (3). 50$^{circ}C$ t=2.1d-4.0(r=0.93) (4). 60$^{circ}C$ t=1.4d+4.0(r=0.90) in which t=accelerate curing time. d=normal curing day. 7. Accelerated curing time that the strength was equivalent to 35kg/$ extrm{cm}^2$ which was the strength of cement brick was 96 hours at temperature 30$^{circ}C$ to SS 9%, and 120 hours at temperature 50$^{circ}C$ to JJ 9%, Consequently, a economic soil cement brick may be made in future.